UC-NRLF 
 
 $B 53D 7ET 
 
LIBRARY 
 
 OF THE 
 
 University of California. 
 
 Mrs. SARAH P. WALSWORTH. 
 
 Recei^d October, i8g4. 
 z/Iccessions No.Q^y'/3*5~^ Class No, 
 
 
 3< 
 
 V'\ '■•••- \jM, • - • 
 
 "% 
 
 
ELEMENTS 
 
 OF 
 
 GEOMETRY AND TRIGONOMETRY. 
 
 TRANSLATED FRO^ THE FRENCH OF 
 
 A. M. LE'GENDRE, 
 
 BY DAVID BREWSTER, LL. D. 
 
 f 
 
 REVISED AND ADAPTED TO THE COURSE OF. MATHEMATICAL INSTRUCTION* 
 IN THE UNITED STATES, 
 
 BY CHARLES DAVIES, 
 
 AUTHOR OF MENTAL AND PRACTICAL ARITHMETIC, ELEMENTS OF SURVEYING, 
 ELEMENTS OP DESCRIPTIVE AND OF ANALYTICAL GEOMETRY, 
 ELEMENTS OF DIFFERENTIAL AND INTEGRAL CALCULUS, 
 AND SHADES SHADOWS AND PERSPECTIVE. 
 
 PHILADELPHIA : 
 
 PUBLISHED BY A.S.BARNES AND CO. 
 21 Minor-street. 
 
DAVIES' ^1i^ 
 
 COpRSE OF MATHEMATICS. 
 
 DA VIES' FIRST LESSONS IN ARITHMETIC, 
 
 DESIGNED FOR BEGINNERS. 
 
 DA VIES' ARITHMETIC, 
 
 DESIGNED FOR THE USE OF ACADEMIES AND SCHOOCS. 
 
 KEY TO DAVIES' ARITHMETIC. 
 
 DA VIES' FIRST LESSONS IN ALGEBRA; 
 
 Being an introduction to the Science, and forming a connecting link between 
 
 Arithmetic and Algebra. 
 
 DAVIES' ELEMENTS OF GEOMETRY. 
 
 This work embraces the elementary principles of Geometry. The reasoning is plain 
 
 and concise, but at the same time strictly rigorous. 
 
 DAVIES' PRACTICAL GEOMETRY, 
 
 Embracing the facts of Geometry, with applications in Artificer's Work, 
 
 Mensuration and Mechanical Philosophy. 
 
 DAVIES' BOURDON'S ALGEBRA, 
 Bemg an abridgment of the work of M. Bourdon, with the addition of practical 
 
 examples. 
 
 DAVIES' LEGENDRE'S GEOMETRY and TRIGONOMETRY, 
 
 Being an abridgment of the work of M. Legendre, with the addition of a Treatise 
 
 on Mensuration of Planes and Solids, and a Table of Logarithms and 
 
 Logarithmic Sines. 
 
 DAVIES' SURVEYING, 
 
 With a description and plates of, the Theodolite,- Compass, Plane-Table, and 
 
 Level — also, Maps of the Topographical Signs adopted by the Engineer 
 
 Department — an explanation of the method of surveying 
 
 the Public Lands, and an Elementary Treatise on 
 
 Navigation. 
 
 DAVIES' ANALYTICAL GEOMETRY, 
 
 Embracing the Equations of the Point and Straight Line — of the Conic 
 
 Sections — of the Line and Pla^e in Space — also, the discussion of the 
 
 General Equation of the second degree, and of Surfaces 
 
 OF the second order. 
 
 DAVIES' DESCRIPTIVE GEOMETRY, 
 With its application to Spherical Projections. 
 
 DAVIES' SHADOWS and LINEAR PERSPEPTIVE. 
 
 DAVIES' DIFFERENTIAL and INTEGRAL CALCULUS. 
 
 Entered according to the Act of Congress, in the year 1834, 
 
 By CHARLES DAVIES, 
 
 in the Clerk's Office of the District Court of the United States, for the Southern District of New York. 
 
PREFACE 
 
 TO THE AMERICAN EDITION. 
 
 The Editor, in offering to the public Dr. Brewster'a 
 translation of Legendre's Geometry under its present 
 ^ form, is fully impressed with the responsibility he 
 assumes in making alterations in a work of such de- 
 served celebrity. 
 
 In the original work, as well as* in the translations 
 ' of Dr. Brewster and Pr^essor Farrar, the proposi- 
 tions are not enunciated in general terms, but with 
 reference to, and by the aid of, the particular diagrams 
 used for the demonstrations. It is believed that this 
 departure from the method of Euclid has been gene- 
 rally regretted. The propositions of Geometry are 
 general truths, and as such, should be stated in gene- 
 ral terms, and without reference to particular figures. 
 The method of enunciating them by the aid of particu- 
 lar diagrams seems to have been adopted to avoid the 
 difficulty which beginners experience in comprehend- 
 ing abstract propositions. But in avoiding this diffi- 
 culty, and thus lessening, at first, the intellectual 
 labour, the faculty of abstraction, which it is one of 
 the primary objects of the study of Geometry to 
 strengthen, remains, to a certain extent, unimproved. 
 
iv . PREFACE. , 
 
 Besides the alterations in the enunciation of the 
 propositions, others of considerable importance have 
 also been made in the present edition. The propo- 
 sition in Book V., which proves that a polygon and '# 
 circle may be made to coincide so nearly, as to differ 
 from each other by less than any assignable quantity, 
 has been taken from the Edinburgh Encyclopedia. 
 It is proved in the corollaries that a polygon of ap •*. 
 infinite number of sides becomes a circle, and this 
 prmciple is made the basis of several important de- 
 monstrations in Book VIIL 4- 
 
 * •>♦•' 
 
 Book Il.jOn Ratios and Proportions, has been partly 
 adopted from the Encyclopedia Metropolitana, and 
 will, it is believed, supply a deficiency in the original 
 work. 
 
 Very considerable alterations have also been made 
 in the manner of treating the subjects of Plane and 
 Spherical Trigonometry. It has also been thought 
 best to publish with the present edition a table of 
 logarithms and logarithmic sines, and to apply the 
 principles of geometry to the mensuration of sur- 
 faces and solids. 
 Military Academy, 
 
 West Point, March, 1834. 
 
 1 
 
CONTENTS 
 
 The principles, 
 Ratios and Proportions, 
 
 BOOK I. 
 BOOK II. 
 
 BOOK III. 
 
 The Circle and the Measurement of Angles, 
 Problems relating to the First and Third Books, 
 
 BOOK IV. 
 The Proportions of Figures and the Measurement of Areas, 
 Problems relating to the Fourth Book, 
 
 BOOK V. 
 Regular Polygons and the Measurement of the Circle, 
 
 BOOK VI. 
 Planes and Solid Angles, - - 
 
 BOOK VII. 
 Polyedrons, 
 
 BOOK vm. 
 
 The three round bodies, - . - - - 
 
 BOOK IX. 
 Of Spherical Triangles and Spherical Polygons, - 
 
 APPENDIX. 
 The regular Polyedrons, - . - 
 
 84 ] 
 
 41 
 67 
 
 68 
 98 
 
 10? 
 
 126 
 
 142 
 
 166 
 
 186 
 
 209 
 
vi CONTENTS. 
 
 PLANE TRIGONOMETRY, 
 
 Division of the Circumference, - - - - - 207 
 
 General Ideas relating to the Trigonometrical Lines, - - 208 
 Theorems and Formulas relating to the Sines, Cosines, Tan- 
 
 gents, &c. - . - ' ' - - 215 
 
 Construction and Description of the Tables, - - - 223 
 
 Description of Table of Logarithms, - - - - - 224 
 
 Description of Table of Logarithmic Sines, ... 228 
 
 Principles for the Solution of Rectilineal Triangles, - - 231 
 
 Solution of Rectilineal Triangles by Logarithms, - - 235 
 
 Solution of Right angled Triangles, ... - 237 
 
 Solution of Triangles in general, 238 
 
 SPHERICAL TRIGONOMETRY. 
 
 First principles, -------- 246 
 
 Napier's Circular Parts, 252 
 
 Solution of Right angled Spherical Triangles by Logarithms, 255 
 
 Qiiadrantal Triangles, ------- 257 
 
 Solution of Oblique angled Triangles by Logaritlims, - - 250 
 
 MENSURATION. 
 
 Mensuration of Surfaces, - - - - - - 274 
 
 Mensuration of Solids, ------- 285 
 
Alf INDEX 
 
 SHOWING THE PROPOSITIONS OF LEGENDRE WHICH CORRESPOND TO 
 THE PRINCIPAL PROPOSITIONS OF THE FIRST SIX BOOKS OF EUCLID. 
 
 Euclid. 
 
 Legendre. 
 
 Euclid. 
 
 Legendre. 
 
 Euclid. 
 
 Legendre. 1 
 
 Book I. 
 
 Book I. 
 
 Cor. 2. of 3*2 
 
 Prop. 27 
 
 Prop. 26 
 
 Prop. 15i 
 
 
 
 33 
 34 
 
 30 
 
 28 
 
 28 
 29 
 
 5: 
 5 
 
 Prop. 4 
 
 Prop. 5 
 
 5 
 Cor. of 5 
 
 11 
 
 Cor. of n 
 
 
 Book IV. 
 
 
 S Cor. 2. >iQ 
 } ^3. r 
 
 6 
 
 12 
 
 35 
 
 1 
 
 31 
 
 8 
 13 
 
 10 
 
 1 
 
 36 
 37 
 
 1 
 
 Cor. 2. of 2 
 
 
 Book IV. 
 
 14 
 
 3 
 
 38 
 
 Cor. 2. of 2 
 
 35 
 
 28 
 
 15 
 
 4 
 
 4 
 
 2 
 
 36 
 
 30' 
 
 Cor. 1.5, 5 
 
 & 2. ) ^^ 
 
 16 
 
 17 
 
 Sch. of 4 
 
 5 Cor. of 25 
 ) 25 
 
 47 
 
 11 
 
 8 
 
 
 5 Cor. 1. of 4 
 \ Cor. of 6 
 
 Book VI. 
 
 Book II. 
 
 1 
 
 4 
 
 18 
 
 13 
 
 12 
 
 13 
 
 
 
 19 
 20 
 21 
 24 
 
 13 
 
 13 
 
 12 
 
 2 
 
 5 15! 
 
 16l 
 
 171 
 18| 
 
 7 
 8 
 9 
 
 Book 111. 
 
 Book III. 
 
 3 
 
 4 
 
 Prop. 3 
 
 Prop. 6 
 
 25 
 
 9 
 
 10 
 
 Cor. of 7 
 
 5 
 
 19 
 
 26 
 
 6 
 
 11 
 
 Cor. of 14 
 
 6 
 
 20! 
 
 27 
 
 Cor. 1. of 19 
 
 12 
 
 Cor. of 14 
 
 8 
 
 22 
 
 28 
 
 Cor. 2. of 19 
 
 14 
 
 8 
 
 14 
 
 ) 25 
 I Cor. of 15 
 
 29 
 
 \ Cor. 2. & 
 I 4. of 20 
 
 15 
 
 2 
 
 15 
 
 18 
 
 9 
 
 19 
 
 25! 
 
 30 
 
 22 
 
 20 
 
 18 
 
 
 S 26! 
 
 I 27| 
 
 'Cor.l.of32 
 
 26 
 
 21 
 
 Cor. of 18 
 
 20 
 
i 
 
 Digitized.'by the Internet Archive 
 
 in 2008 with^unding from 
 
 IVIicrosoft Corporation 
 
 http://www.archive.org/details/elementsofgeometOOIegerich' 
 
ELEMENTS OF GEOMETRY. 
 
 BOOK I. 
 
 THE I^INCIPLES. 
 
 Definitions. 
 
 I. Geometry is the science which has for it| object the 
 ij^'isurement of extension. 
 
 ^^Ixtension has tiiree dimensions, length, breadth, and height, 
 ^v thickness. 
 
 *3. A line i§ length without breadth, or thickness. ^ 
 
 The extremities of a line arc called points : a point,. there- 
 fyre, has neither length, breadth, nor thickness, but position 
 only. 
 
 3. A straight line is the shortest distance from one point to 
 another. 
 
 4. Every line which is not straight, or composed of straight 
 lines, is a curved line. 
 
 Thus, AB is a straight line ; ACDB is a 
 broken line, or one composed o| straight A.< 
 lines ; and AEB is a curved line. 
 
 The word line, when used alone, will designate a scraight 
 line ; and the word curve, a curved line. 
 
 5. A surface is that which has length and breadth, without 
 height or thickness. 
 
 0. A plane is a surface, in which, if two points be assumed 
 at pleasure, and connected by a straight line, that line will lie 
 wholly in the surface. 
 
 7. Every surface, which is not a plane surface, or composed 
 of plane surfaces, is a curved surface. 
 
 8. A solid or body is that which has length, breadth, and 
 thickness ; and therefore combines the three dimensions of 
 extension. 
 
10 
 
 GEOMETRY 
 
 9. When two straight lines, AB, AC, meet 
 each other, their inclination or opening is call- 
 ed an angle^ which is greater or less as the 
 lines are more or less inchned or opened. The 
 point of intersection A is the vertex of the ^, 
 angle, and the lines AB, AC, are its sides. 
 
 The angle is sometimes designated simply by the letter at 
 the vertex A ;• sometimes by the three letters BAC, or CAB, 
 the letter at the vertex being always placed in the middle. 
 
 Angles, like all other quantities, are susceptible of addition, 
 subtraction, multipllGation, and division. 
 
 Thus the angle DCE is the sum of 
 the two angles DCB, BCE ; and the an- 
 gle DCB is the difference of the two £^ 
 angles DCE, BCE. 
 
 10. When a straight line AB meets another 
 straight. line CD, so as to make the adjacent 
 angles BAC, BAD, equal to each other, each 
 of these angles is called a right angle ; and the 
 line AB is said to be peiyendicular to CD. ; 
 
 A 
 
 D 
 
 11. Every angle BAC, less than a^> 
 right angle, is an acute angle ; and 
 every angle DEF, greater than a right 
 angle, is an obtuse angle. 
 
 -r 
 
 12. Two lines are said to hQ parallel, when — 
 being situated in the same plane, they cannot 
 meet, how far soever, either way, both of them 
 be produced. 
 
 13. A "plane figure is a plane terminated on 
 all sides by lines, either straight or curved. 
 
 If the lines are straight, the space they enclose 
 is called a rectilineal figure, or polygon, and the 
 lines themselves, taken together, form the contour, 
 or perimeter of the polygon. 
 
 14. The polygon of three sides, the simplest of all, is called 
 a triangle ; that of four sides, a quadrilateral; that of five, a 
 pentagon; that of six, a hexagon ; that of seven, a heptagon; 
 that of eight, an octagon ; that of nine, a nonagon; that of ten, a 
 decagon ; and that of twelve, a dodecagon. 
 
 ^M:: 
 
BOOK I. 
 
 11 
 
 15. An equilateral iriaugle is one 'which has its three sides 
 equal ;'an isosceles triangle, one which h^s two of its sides 
 equal ; a scalene triangle, one which has its three sides unequal 
 
 16. A right-angled triangle is one which 
 has a right angle. The side opposite the 
 right angle is called the liypothenUse. Thus, 
 in the triangle ABC, right-angled at A, the 
 side BC is the hypothenuse. 
 
 17. Among the quadrilaterals, we distinguish : 
 
 The square, which has its sides equal, and its an- 
 gles right-angles. 
 
 The rectangle, which has its angles right an- 
 gles,- without having its sides equal. 
 
 The parallelogram, or rhomboid, which 
 has its opposite sides parallel. / 
 
 The rhombus, or lozenge, which has its sides equal, 
 without having its angles right angles. 
 
 And lastly, the trapezoid, only two of whose sides 
 are parallel. 
 
 18. A diagonal is a line which joins the ver- 
 tices of two angles not adjacent to each other. 
 Thus, AF, AE, AD, AC, are diagonals. ^^ 
 
 19. An equilateral polygon is one which has all its sides 
 equal ; an equiangular polygon, one which has all its angles 
 equal. 
 
 20. Two polygons are mutually equiloieral, when they have 
 their sides equal each to each, an.d placed in the same order ; 
 
 '^^ Oft xm ■ 
 
12 GEOMETRY. 
 
 that is to say, when following their perimeters in the same di- 
 rection, the first side of the one is equal to the first side of the 
 other, the second of the one to the second of the other, the 
 third to the third, and so on. The phrase, mutually equian- 
 gular, has a corresponding signification, with respect to the 
 angles. 
 
 In both cases, the equal sides, or the equal angles, are named 
 homologous sides or angles. 
 
 Definitions of terms employed in Geometry, 
 
 An axiom is a self-evident proposition. 
 
 A theorem is a truth, which becomes evident by means of a 
 train of reasoning called a demonstration. 
 
 A problem is a question proposed, which requires a solu- 
 tion, 
 
 A lemma is a subsidiary truth, employed for the demonstra- 
 tion of a theorem, or the solution of a problem. 
 
 The common name, proposition, is applied indifferently, to 
 theorems, problems, and lemmas. 
 
 A corollary is an obvious consequence, deduced from one or 
 several propositions. 
 
 A scholium is a remark on one or several preceding propo-' 
 sitions, which tends to point out their connexion, their use, their 
 restriction, or their extension. 
 
 A hypothesis is a supposition, made either in the enunciation 
 of a proposition, or in the course of a demonstration. 
 
 Explanation of the symbols to be employed. 
 
 The sign = is the sign of equality; thus, the expression 
 A=B, signifies that A is equal to B. 
 
 To signify that A is smaller than B, the expression A<B 
 is used. 
 
 To signify that A is greater than B, the exp#i'ession,A>B 
 is used ; the smaller quantity being always at the vertex of the 
 angle. 
 
 The sign + is called plus : it indicates addition. 
 
 The sign — is called jninus : it indicates subtraction. 
 Thus, A + B, represents the sum of the quantities A and B; 
 A — B represents their diiference, or what remains after B is 
 taken from A ; and A — B + C, or A + C — B, signifies that A 
 and C are to be added together, and that B is to be subtracted 
 from their «jum. 
 
BOOK I. 13 
 
 The sign x indicates multiplication : thus, A x B represents 
 tlie product of A and B. Instead of the sign x , a point is 
 Bometimes employed ; thus, A.B is the same thing as A x B. 
 The same product is also designated without any intermediate 
 «ign, by AB ; but this expression should not be employed, when 
 there is any danger of confounding it with that of the line AB, 
 which expresses the distance between the points A and B. 
 
 The expression A x (B + C — D) represents the product of 
 A by the quantity B + C — D. If A + B were to be multiplied 
 by A — B + C, the product would be indicated thus, (A + B)x 
 (A — B + C), whatever is enclosed within the curved lines, being 
 considered as a single quantity. 
 
 A number placed before a hne, or a quantity, serves as a 
 multiplier to that line or quantity ; thus, 3AB signifies that 
 the line AB is taken three times ; i A signifies the half of the 
 angle A. 
 
 The square of the line AB is designated by AB^ ; its cube 
 by AB^ What is meant by the square and cube of a line, will 
 be explained in its proper place. 
 
 The sign V indicates a root to be extracted ; thus -^2 
 means the square-root of 2 ; \/ A x B means the square-root of 
 the product of A and B. 
 
 Axioms. 
 
 1. Things which are equal to the same thing, are equal to 
 each other. 
 
 2. If equals be added to equals, the wholes will be equal. 
 
 3. If equals be taken from equals, the remainders will be 
 equal. 
 
 4. If equals be added to unequals, the wholes will be un- 
 equal. 
 
 5. If equals be taken from unequals, the remainders will be 
 unequal. 
 
 6. Things which are double of the same thing, are equal to 
 each other. 
 
 7. Things which are halves of the same thing, are equal to 
 each other. 
 
 8. The whole is greater than any of its parts. 
 
 9. The whole is equal to the sum of all its parts. 
 
 10. All right angles are equal to each other. 
 
 1 1 From one point to another only one straight line can be 
 drawn. 
 
 12. Through the same point, only one straight line can be 
 drawn Which shall be parallel to a given line. 
 
 13. Magnitudes, which being applied to each other, coincide 
 throughout their whole extent, are equal. 
 
 B 
 
14 
 
 GEOMETRY. 
 
 PROPOSITION I. THEOREM. 
 
 Ij one straight line meet another straight line, the sum of the 
 two adjacent angles will he equal to two right angles. 
 
 Let the straight line DC meet the straight 
 line AB at C, then will the angle ACD + 
 the angle DCB, be equal to two right angles. 
 
 At the point C, erect CE perpendicular to 
 
 AB. The angle ACD is the sum of the an-v p ^ 
 
 gles ACE, ECD: therefore ACD + DCB is ^ "^ 
 
 the sum of the three angles ACE, ECD, DCB : but the first 
 of these three angles is a right angle, and the other two 
 make up the right angle ECB ; hence, the sum of the two an- 
 gles ACD and DCB, is equal to two right angles. 
 
 Cor. 1. If one of the angles ACD, DCB, is a right angle, 
 the other must be a right angle also. 
 
 Cor. 2. If the line DE is perpendicular 
 to AB, reciprocally, AB will be perpendicu- 
 lar to DE. 
 
 For, since DE is perpendicular to AB, the 
 angle ACD must be equal to its adjacent an- 
 gle DCB, and both of them must be right 
 angles (Def. 10.). But since ACD is a 
 right angle, its adjacent angle ACE must also be a right angle 
 (Cor. 1.). Hence the angle ACD is equal to the angle ACE, 
 (Ax. 10.) : therefore AB is perpendicular to DE. 
 
 Cor. 3. The sum of all the successive 
 angles, BAC, CAD, DAE, EAF, formed 
 on the same side of the straight line BF, 
 is equal to two right angles. ; for their sum 
 is equal to that of the two adjacent an- 
 gles, BAC, CAR 
 
 D 
 
 33 
 
 PROPOSITION II. THEOREM. 
 
 2\vo straight lines, which have two points common, coincide with 
 each other throughout their whole extent, and form one ana 
 the same straight line. 
 
 Let A and B be the two common 
 points. In the first place it is evident 
 that the two lines must coincide entirely 
 between A and B, for otherwise there 
 would be two straight lines between A t"— ng" 
 and B, which is impossible (Ax.4 1 ) . Sup- 
 
BOOK I. 15 
 
 pose, however, that on being produced, these' lines begin to 
 separate at C, the one becoming CD, the other CE. From 
 the point C draw the hne CF, making with AC the right angle 
 ACF. Now, since ACD is a straight line, the angle FCD will 
 be a right angle (Prop. I. Cor. 1.); and since ACE is a straight 
 line, the angle FCE will likewise be a right angle. Hence, the 
 angle FCD is equal to the angel FCE (Ax. 10.); which can 
 only be the case when the lines CD and CE coincide : there- 
 fore, the straight lines which have two points A and B com- 
 mon, cannot separate at any point, when produced ; hence they 
 form one and the same straight line. 
 
 PROPOSITION III. THEOREM. 
 
 If a straight line meet two other straight lines at a common 
 point, making the sum of the two adjacent angles equal to two 
 right angles, the two straight lines which are met, will form 
 one and the same straight line. 
 
 Let the straight line CD meet the 
 two lines AC, CB, at their common 
 point C, making the sum of iht; two 
 adjacent angles DCA, DCB, equal to j^ 
 two right angles ; then will CB be the 
 prolongation of AC, or AC and CB 
 will form one and the same straight line. 
 
 For, if CB is not the prolongation of AC, let CE be that pro- 
 longation: then the line ACE being straight, the sum of the 
 angles ACD, DCE, will be equal to two right angles (Prop. I.). 
 But by hypothesis, the sum of the angles ACD, DCB, is also 
 equal to two right angles : therefore, ACD + DCE nmst be equal 
 to ACD + DCB ; and taking away the angle ACO from each, 
 there remains the angle DCE equal to the angle "DCB, which 
 can only be the case when the lines CE and C !> coincide ; 
 hence, AC, CB, form one and the same straight li. ;. 
 
 PROPOSITION IV. THEOREM. 
 
 When two straight lines intersect each other, the ojrp 'I'e or Dcr- 
 tical angles, which they foam, are equciL 
 
 «♦ 
 
16 
 
 GEOMETRY. 
 
 Let AB and DE be two straight^ 
 lines, intersecting each other at C ; 
 then will the angle ECB be equal to 
 the angle ACD, and the angle ACE to 
 the angle DCB. T) B" 
 
 For, since the straight line DE is met by the straight line 
 AC, the sum of the angles ACE, ACD, is equal to two right 
 angles (Prop. L) ; and since the straight line AB, is met by the 
 straight line EC, the sum of the angles ACE and ECB, is equal 
 to two right angles : hence the sum ACE + ACD is equal to 
 the sum ACE + ECB (Ax. 1.). Take away from both, the com- 
 mon angle ACE, there remains the angle ACD, equal to its 
 opposite or vertical angle ECB (Ax. 3.). 
 
 Scholium. The four angles formed about a point by two 
 straight lines, which intersect each other, are together equal to 
 four right angles : for the sum of the two angles ACE, ECB, 
 is equal to two right angles ; and the sum of the other two, 
 ACD, DCB, is also equal to two right angles : therefore, the 
 sum of the four is equal to four right angles. 
 
 In general, if any number of straight lines 
 CA, CB, CD, &c. meet in a point c, the >s, 
 sum of all the successive angles ACB,BCD, 
 DCE, ECF, FCA, will be equal to four 
 right angles : for, if four right angles were 
 formed about the point C, by two lines per- 
 pendicular to each other, the same space 
 would be occupied by the four right angles, as by the succes- 
 sive angles ACB, BCD, DCE, ECF, FCA. 
 
 PROPOSITION V. TliEORlIM. 
 
 If two triangles have two sides and the included angle of the one, 
 equal to two sides and the included angle of the other, each to 
 each, the two triangles will be equal 
 
 Let the side ED be equal 
 to the side BA, the side DF 
 to the side AC, and the an- 
 gle D to the angle A ; then 
 will the triangle EDF be 
 equal to the triangle BAC. ^^ . — -= — ^ 
 
 For, these triangles may be so applied to each other, that they 
 shall exactly coincide. Let the triangle EDF, be placed upon 
 the triangle BAC, so that the point E shall fall upon B, and the 
 side ED on the equal side BA; then, since the angle D is equal 
 to the angle A, the side DF will take the direction AC. But 
 
% 
 
 BOOK I. 1^ 
 
 DF is equal to AC ; therefore, the point F will fall on C, and 
 the third side EF, will coincide with the third side BC (Ax. 11.): 
 therefore, the triangle EDF is equal to the triangle BAG 
 (Ax. 13.). 
 
 Cor, When two triangles have these three things equals 
 namely, the side ED=BA, the side DF=AC, and the angle 
 D=A, the remaining three are also respectively equal, namely, 
 the side EF=BC, the angle E=B, and the angle F=C 
 
 PROPOSITION VI. THEOREM. 
 
 If two triangles have two angles and the included side of the one, 
 equal to two angles and the included side of the other, each to 
 each, the two triangles will be equal. 
 
 Let the angle E be equal 
 to the angle B, the angle F 
 to the angle C, and the in- 
 cluded side EF to the in- 
 cluded side BC ; then will 
 
 the triangle EDF be equal 
 
 to the triangle BAC. ^ ^^ C 
 
 For to apply the one to the other, let the side EF be placed 
 on its equal BC, the point E falHng on B, and the point F on 
 C ; then, since the angle E is equal to the angle B, the side ED 
 will take the direction BA ; and hence the point D will be found 
 somewhere in the hne BA. In like manner, since the angle 
 F is equal to the angle C, the line FD will take the direction 
 CA, and the point D will be found somewhere in the line CA. 
 Hence, the point D, falhng at the same time in the two straight 
 lines BA and CA, must fall at their intersection A: hence, the 
 two triangles EDF, BAC, coincide with each other, and are 
 therefore equal (Ax. 13.). 
 
 Cor. Whenever, in two triangles, these three things are equal, 
 namely, the angle E=B, the angle F=C, and the included side 
 EF equal to the included side BC, it may be inferred that the 
 remaining three are also respectively equal, namely, the angle 
 D=A, the side ED=BA, and the side DF=AC. 
 
 Scholium, Two triangles are said to be €qual, when being 
 applied to each other, they will exactly coincide (Ax. 13.). 
 Hence, equal triangles have their like parts equal, each to each, 
 since those parts must coincide with each other. The converse 
 of this proposition is also true, namely, that two triangles which 
 have all the parts of the one equal to the parts of the other, each 
 
 B* 
 
18 
 
 GEOMETRY. 
 
 to each, are equal ; for they may be applied to each other, and 
 the equal parts will mutually coincide. 
 
 PROPOSITION VII. THEOREM. 
 
 The sum of any two sides of a triangle, is greater than the 
 third side. 
 
 Let ABC be a triangle : then will the 
 sum of two of its sides, as AC, CB, be 
 greater than the third side AB. 
 
 For the straight line AB is the short- 
 est distance between the points A and 
 B (Def. 3.) ; hence AC + CB is greater 
 than AB, 
 
 PROPOSITION VIII. THEOREM. 
 
 If from any point within a triangle, two straight lines he drawn 
 to the extremities of either side, their sum will he less than the 
 sum of the two other sides of the triangle. 
 
 Let any point, as O, be taken within the trian- 
 gle BAC, and let the lines OB, OC, be drawn 
 to the extremities of either side, as BC ; then 
 willOB + OC<BA+AC. 
 
 Let BO be produced till it meets the side AC 
 in D : then the line OC is shorter than OD + DC^ 
 (Prop. VII.): add BO to each, and we have BO + OC<BO+ 
 OD + DC (Ax. 4.), or BO + OC<BD + DC. 
 
 Again, BD<BA+ AD: add DC to each, and we have BD + 
 DC<BA + AC. But it has just been found that BO + OC< 
 BD + DC ; therefore, still more is BO + OC<BA+AC. 
 
 * 
 
 PROPOSITION IX. THEOREM. 
 
 if two triangles have two sides of the one equal to two sides of the 
 other, each to each, and the included angles unequal, the third 
 sides*will he unequal ; and the greater side will belong to the 
 triangle which has the greater included angle. 
 
 Let BAC and EDF 
 bd two triangles, having 
 the sideAB=DE, AC 
 =DF, and the angle 
 A>D; then will BC> 
 EF. 
 
 Make the angle C AG^ 
 = D; take AG=:DE, 
 and draw CG. The 
 
BOOK I. 
 
 19 
 
 triangle GAC is equal to DEF, since, by construction, they 
 have an equal angle in each, contained by equal sides, (Prop. 
 V.) ; therefore CG is equal to EF. Now, there may be three 
 cases in the proposition, according as the point G falls without 
 the triangle ABC, or upon its base BC, or within it. 
 
 First Case. The straight line GC<GI + IC, and the straight 
 line AB<AI + IB; therefore, GC + AB< GI + AI + IC + IB, 
 or, which is the same thing, GC + AB<AG+BC. Take away 
 AB from the one side, and its equal AG from the other ; and 
 there remains GC<BC (Ax. 5.) ; but we have found GC=EF, 
 therefore, BC>EF. 
 
 Second Case, If the point G 
 fail on the side BC, it is evident 
 that GC, or its equal EF, will be 
 shorter than BC (Ax. 8.). 
 
 Third Case, Lastly, if the point G 
 fall within the triangle BAC, we shall 
 have, by the preceding theorem, AGj^l* 
 GC<AB + BC; and, taking AG from 
 tlie one, and its equal AB from the other, 
 ihere will remain GC<BCorBC>EF.B 
 
 Scholium. Conversely, if two sides 
 BA, AC, of the triangle BAC, are equal 
 to the two ED, DF,of the triangle EDF, 
 each to each, while the third side BC of 
 the first triangle is greater than the third 
 side EF of the second ; then will the an- 
 gle BAC of the first triangle, be greater 
 than the angle EDt^ of the second. 
 
 For, if not, the angle BAC must be equal to EDF, or less 
 than it. In the first case, the side BC would be equal to EF, 
 (Prop. V. Cor.) ; in the second, CB would be less than EF ; but 
 either of these results contradicts the hypothesis ; therefore, BAC 
 is greater than EDF. 
 
 PROPOSITION X. THEOREM. 
 
 If two triangles have the three sides of the one equal to the three 
 sides of the other, each to each, the three angles will also he 
 equal, each to each, and the triangles themselves will be equal. 
 
 m- 
 
20 GEOMETRY 
 
 Let the side ED=BA, 
 ihe side EF=BC, and the 
 side DF=AC ; then will 
 the angle D=A, the angle 
 
 E=B, and the angle F 
 
 = C. E TB C 
 
 For, if the angle D were greater than A, while the sides 
 ED, DF, were equal to BA, AC, each to each, it would fol- 
 low, by the last proposition, that the side EF must be greater 
 than BC ; and if the angle D were less than A, it would follow, 
 that the side EF must be less than BC : but EF is equal to BC, 
 by hypothesis ; therefore, the angle D can neither be greater 
 nor less than A ; therefore it must be equal to it. In the same 
 manner it may be shown that the angle E is equal to B, and 
 the angle F to C : hence the two triangles are equal (Prop. 
 VI. Sch.). 
 
 Scholium. It may be observed that the e(|Ual angles lie op- 
 posite the equal sides : thus, the equal angles D and A, lie op- 
 posite the equal sides EF and BC. 
 
 PROPOSITION XI. THEOREM. 
 
 In an isosceles triangle, the angles opposite the equal sides 
 are equal. 
 
 Let the side BA be equal to the side AC ; then 
 will the angle C be equal to the angle B. 
 
 For, joife the vertex A, and D the middle point 
 of the base BC. Then, the triangles BAD, DAC, 
 will have all the sides of the one equal to those 
 of the other, each to each ; for BA is equal to AC,]^ 
 by hypothesis ; AD is common, and BD is equal 
 to DC by construction : therefore, by the last proposition, the 
 angle B is equal to the angle C. 
 
 Cor. An equilateral triangle is likewise equiangular, that is 
 to say, has all its angles equal. 
 
 Scholium. The equality of the triangles BAD, DAC, proves 
 also that the angle BAD, is equal to DAC, and BDA to ADC, 
 hence the latter two are right angles ; therefore, the line drawn 
 from the vertex of an isosceles triangle to the middle point of its 
 base, is perpendicular to the base, and divides tlie angle at the 
 vertex into two equal parts. 
 
 In a triangle which is not isosceles, any side may be assumed 
 indifferently as the base ; and the vertex is, in that case, the 
 vertex of the opposite angle. In an isosceles triangle, however 
 
BOOK I. 21 
 
 (■• 
 that side is generally assumed as the base, which is not equnl 
 to either of the other two. 
 
 PROPOSITION XII. THEOREM. 
 
 Conversely, if two angles of a triangle are equal, the sides oppo- 
 site them are also equal, and the triangle is isosceles. 
 
 Let the angle ABC be equal to the angle ACB ; 
 then will the side AC be equal to the side AB. 
 
 For, if these sides are not equal, suppose AB 
 to be the greater. Then, take BD equal to AC, 
 and draw CD. Now, in the two triangles BDC, 
 BAC, we have BD=:AC, by construction; the 
 angle B equal to the^ngle ACB, by hypothesis ;b^ 
 and the /side BC common : therefore, the two 
 txidriglefe, BDC, BAC, have two sides and the included angle in 
 the on^, equal to two sides and the included angle in the other, 
 each to each : hence they are equal (Prop. V.). i But the part 
 «annot be equal to the whole (Ax. 8.) ; hencej'^rliej'e is^no 
 'nequahty ijutw^en thq sides BA, AC ; therefore, the triangle 
 C is isosceles. 
 
 ..^ 
 
 PROPOSITION XIII. THEOREM. 
 
 ■g^y^The greater side of every triangle is opposite to the greater an- 
 ' gle ; and conversely, the greater angle is opposite to the 
 greater side. 
 
 First, Let the angle C be greater than the angle 
 B ; then will the side AB, opposite C, be greater 
 than AC, opposite B. 
 
 For, make the angle BCD=B. Then, in the 
 triangle CDB, we shall haveCD-BD (Prop.XIL). 
 Now, the side AC < AD + CD; butAD+CD=C' 
 AD + DB=AB : therefore AC< AB. 
 
 Secondly, Suppose the side AB>AC; then will the angle C, 
 opposite to AB, be greater than the angle B, opposite to AC. 
 
 For, if the angle C<B, it follows, from what has just been 
 proved, that AB<AC; which is contrary to the hypothesis. It 
 the angle C=B, then the side AB=AC (Prop. XJI.); which is 
 also contrary to the supposition. Therefore, when AB>AC, 
 the angle C must be greater than B. 
 
22 GEOMETRY. 
 
 PROPOSITION XIV. THEOREM. 
 
 From a given point, without a straight line, only one perpendicu- 
 lar can he drawn to that line. 
 
 Let A be the point, and DE the given 
 line. 
 
 Let us suppose that we can draw two 
 perpendiculars, AB, AC. Produce either 
 of them, as AB, till BF is equal to AB, and D- 
 draw FC. Then, the two triangles CAB, 
 CBF, will be equal: for, the angles CBA, 
 and CBF are right angles, the side CB is Np 
 
 common, and the side AB equal to BF, by construction ; there- 
 fore, the triangles are equal, and the angle ACB=:BCF (Prop. 
 V. Cor.). But the angle ACB is a right angle, by hypothesis ; 
 therefore, BCF must likewise be a right angle. But if the adja- 
 cent angles BCA, BCF, are together equal to two right angles, 
 ACF must be* a straight line (Prop. IIL) : from whence it fol- 
 lows, that^tween the same two points, A and F, two straight 
 lines can be drawn, which is impossible (Ak. 1 1,).- iience, two 
 perpendiculars cannot be drawn from the same point to the^^. 
 same straight line. 
 
 Scholium, At a given point C, in the line j; i 
 
 AB, it is equally impossible to erect two per- 
 pendiculars to that line. For, if CD, CE, 
 were those two perpendiculars, the angles 
 BCD, BCE, would both be right angles:— 
 hence they would be equal (Ax. 10.); and 
 the line CD would coincide withCE; otherwise, a part would 
 be equal to the whole, which is impossible (Ax. 8.). 
 
 PROPOSITION XV. THEOREM. 
 
 If from a point without a straight line, a perpendicular he let 
 fall on the line, and ohlique lines he drawn to different points : 
 
 1st, The perpendicular will he shorter than any ohlique line, 
 
 2d, Any two ohlique lines, drawn on different sides of the perpen- 
 dicular, cutting off equal distances on the other line, will he 
 equal, 
 
 Sd, Of two ohlique lines, drawn at pleasure, that which is farther 
 from the perpendicular will he the longer. 
 
BOOK I. 23 
 
 Let A be the given point, DE the given 
 line, AB the perpendicular, and AD, AC, 
 AE, the oblique lines. 
 
 Produce the perpendicular AB till BF 
 is equal to AB, and draw FC, FD. D^ 
 
 First. The triangle BCF, is equal to the 
 triangle BCA, for tliey have the right angle 
 CBF=CBA, the side CB common, and the ^F 
 
 side BF=BA ; hence the third sides, CF and CA are equal 
 (Prop. V. Cor.). But ABF, being a straight line, is shorter than 
 ACF, which is a broken line (Def. 3.) ; therefore, AB, the half 
 of ABF, is shorter than AC, the half of ACF ; hence, the per- 
 pendicular is shorter than any oblique line. 
 
 Secondly. Let us suppose BC=BE; then will the triangle 
 CAB be equal to the the triangle BAE ; for BC=BE,the side 
 AB is common, and the angle CBA=ABE ; hence the sides 
 AC and AE are equal (Prop. V. Cor.) : therefore, two oblique, 
 lines, equally distant from the perpendicular, are equal. 
 
 Thirdly. In the triangle DFA, the sum of the lines AC, CF, 
 is less than the sum of the sides AD, DF (Prop. VIIL) ; there- 
 fore, AC, the half of the line ACF, is shorter than AD, the half 
 of the line ADF ; therefore, the oblique line, which is farther 
 from the perpendicular, is longer than the one which is nearer. 
 
 Cor. L Th-e perpendicular measures the shortest distance 
 of a point from a line. 
 
 Cor. 2. From the same point to the same straight line, only 
 two equal straight lines can be drawn ; for, if there could be 
 more, we should have at least two equal oblique lines on the 
 same side of the perpendicular, which is impossible. « 
 
 PROPOSITION XVI. THEOREM. 
 
 F fj'om the middle point of a straight line, a .perpendicular he 
 
 drawn to this line ; 
 ist, Every point of th& perpendicular will he equally distant 
 
 from the extremities of the line. 
 2dy Every point, without the perpendicular, will he unequally dis' 
 
 tant from those extremities. 
 
 % 
 
 %. 
 
24 
 
 GEOMETRY. 
 
 Let AB be the given straight line, C the 
 middle point, and ECF the perpendicular. 
 
 First, Since AC=CB, the two oblique lines 
 AD, DB, are equally distant from the perpen- 
 dicular, and therefore equal (Prop. XV.). So, 
 (ike wise, are the two oblique hues AE, EB, the 7^^ 
 two AF, FB, and so on. Therefore every point 
 m the perpendicular is equally distant from the 
 extremities A and B. 
 
 Secondly, Let I be a point out of the perpen- 
 dicular. If lA and IB be drawn, one of these lines will cut 
 the perpendicular in D; from w^hich, drawing DB, we shall 
 have DB=DA. But the straight line IB is less than ID+DB, 
 and ID + DB^ID + DA-IA; therefore, IB<IA; therefore, 
 every point out of the perpendicular, is unequally distant from 
 the extremities A and B. 
 
 Cor. If a straight line have two points D and F, equally dis- 
 tant from the extremities A and B, it will be perpendicular to 
 AB at the middle point C. 
 
 PROPOSITION XVII. THEOREM. 
 
 If two right angled triangles have the hypothenuse and a side oj 
 the one, equal to the hypothenuse and a side of the other, each to 
 each, the remaining parts will also he equal, each to each, and 
 the triangles themselves will ^^ equal. 
 
 In the two right angled * 
 triangles BAG, EDF, let the 
 hypothenuse AG = DF, and 
 the sideBA=ED: then will 
 the side BC=EF, the angle ^ 
 A=D, and the angle C=F. 
 
 If the side BC is equal to EF, the like angles of the two 
 triangles are equal (Prop. X.). Now, if it be possible, suppose 
 these two sides to be unequal, and that BC is the greater. 
 
 On BC take BG=:EF, and draw AG. Then, in the two 
 triangles BAG, DEF, the angles B and E are equal, being right 
 angles, the side BA=ED by hypothesis, and the side BG=EF 
 by construction : consequently, AG =DF (Prop. V. Cor.). But, 
 by hypothesis AC=DF; and therefore, AC=AG (Ax. 1.). 
 But the oblique line AC cannot be equal to AG, which lies 
 nearer the perpendicular AB (Prop. XV.) ; therefore, BC and 
 EF caDnot be unequal, and hence the angle A=D, and the 
 angle C=F; and I'^ereforc, the triangles are equal (Prop. VI. 
 Sch.). 
 
BOOK I. • 25 
 
 PROPOSITION XVIIl. THEOREM. 
 
 If two straight lines are perpendicular to a third line, they will 
 be parallel to each other : in other words, they will never meet, 
 how far soever either way, both of them be produced. 
 
 Let the two lines AC, BD, A. C 
 
 be perpendicular to AB ; then 
 will they be parallel. 
 
 For, if they could meet in 
 a point O, on either side of 
 AB, there would be two per- 
 
 ::::r:^o 
 
 D 
 
 pendiculars OA, OB, let fall from the same point on the same 
 straight line; which is impossible (Prop. XIV.). 
 
 PROPOSITION XIX. THEOREM. 
 
 If two straight lines meet a third line, maldng the sum of the 
 interior angles on the same side of the line me,i, equal to two 
 right angles, the two lines will be parallel. 
 
 Let the two lines EC, BD, meet 
 
 the, third line BA, making the an- ^ ^ 
 
 gles BAC, ABD, together equal to 
 two right angles: then the hnes 
 EC, BD, will be parallel. 
 
 From G, the middle point 'of 
 BA, draw the straight line EGF, 
 perpendicular to EC. It will also 
 be perpendicular to BD. For, the sum BAC + ABD is equal 
 to two right angles, by hypothesis ; the sum BAC + BAE is 
 likewise equal to two right angles (Prop. I.) ; and taking away 
 BAC from both, there will remain the angle ABD=BAE. 
 
 Again, the angles EGA, BGF, are equal (Prop. IV.) ; there- 
 fore, the triangles EGA and BGF, have each a side and two 
 adjacent angles equal ; therefore, they are themselves equal, 
 and the angle GEA is equal to the angle GFB (Prop. VI. Cor.) : 
 but GEA is a right angle by construction ; therefore, GFB is a 
 right angle ; hence the two Hnes EC, BD, are perpendicular to 
 the same straight line, and are therefore parallel (Prop. XVIIL). 
 
26 
 
 GEOMETRY. 
 
 Scholium. When two parallel 
 straight lines AB, CD, are met by a 
 third line FE, the angles which are 
 formed take particular names. . 
 
 Interior angles on the same side, are 
 those which lie within the parallels, ^- 
 and on the same side of the secant 
 Mine : thus, 0GB, GOD, are interior 
 angles on the same side ; and so also 
 are the the angles OGA, GOC. 
 
 Alternate angles lie within the parallels, and on different 
 sides of the secant line : AGO, DOG, are alternate angles ; 
 and so also are the angles COG, BGO. 
 
 Alternate exterior anglts lie without the parallels, and on dif- 
 ferent sides of the secant line : EGB, COF, are alternate exte- 
 rior angles ; so also, are the angles AGE, FOD. 
 
 Opposite exterior and interior angles lie on the same side of the 
 secant line, the one without and the other within the parallels, 
 but not adjacent : thus, EGB, GOD, are opposite exterior and 
 interior angles ; and so also, are the angles AGE, GOC. 
 
 Cor. 1. If a straight line EF, meet two straight lines CD, 
 AB, making the alternate angles AGO, GOD, equal to each 
 other, the two lines will be parallel. For, to each add the an- 
 gle 0GB; we shall then have, AGO + 0GB = GOD + 0GB ; 
 but AGO + 0GB is equal to two right angles (Prop. I.) ; hence 
 GOD -4- 0GB is equal to two right angles : therefore, CD, AB, 
 are parallel. 
 
 Cor. 2. If a straight line EF, meet two straight lines CD, 
 AB, making the exterior angle EGB equal to the interior and 
 opposite angle GOD,the two lines will be parallel. For, to each 
 add the angle 0GB: we. shall then have EGB + 0GB = GOD 
 + 0GB : but EGB + 0GB is equal to two right angles ; hence, 
 GOD 4- 0GB is equal to two right angles ; therefore, CD, AB, 
 are parallel. 
 
 PROPOSITION XX. THEOREM. 
 
 If a straight line meet two parallel straight lines, the sum of the 
 
 interior angles on the same side will he equal to two right angles. 
 
 Let the parallels AB,CD,be 
 met by tlie secant line FE : then 
 will OGB + GOD, or OGA + 
 GOC, be equal to two right an- 
 
 For, if OGB + GOD be not 
 equal to two right angles, let 
 IGH be drawn, making the sum 
 OGH+GOD equal to two 
 
BOOK 1. . 27 
 
 right angles ; then IH and CD will be parallel (Prop. XIX.), 
 and hence we shall have two lines GB, GH, drawn through 
 the same point G and parallel to CD, which is impossible (Ax. 
 12.): hence, GB and GH should coincide, and 0GB + GOD is 
 equal to two right angles. In the same manner it may be proved 
 that OGA+GOC is equal to two right angles. 
 
 Cor. 1. If 0GB is a right angle, GOD will be a right angle 
 also: therefore, every straight line perpendicular to one of two 
 parallels, is perpendicular to the other. 
 
 Cor. 2. If a straight line meet two ^ 
 
 parallel lines, the alternate angles will 
 be equal. 
 
 Let AB, CD, be the parallels, and 
 FE the secant line. The sum 0GB + 
 GOD is equal to two right angles. But ^ 
 the sum OGB + OGA is also equal to 
 two right angles (Prop. I.). Taking 
 from each, the angle OGB, and there 
 remains OGA=:GOD. In the same manner we may prove that 
 GOC=OGB. 
 
 Cor. 3. If a straight line meet two parallel lines, the oppo- 
 site exterior and interior angles will be equal. For, the sum 
 OGB + GOD is equal to two right angles. But the sum OGB 
 + EGB is also equal to two right angles. Taking from each the 
 angle OGB, and there remains GOD=EGB. In the same 
 manner we may prove that AGE =GOC. 
 
 Cor. 4, We see that of the eight angles formed by a line 
 cutting two parallel lines obliquely, the four acute angles are 
 equal to each other, and so also are the four obtuse angles. 
 
 PROPOSITION XXI. THEOREM. 
 
 If a straight line meet two other straight lines, making the sum of 
 the interior angles on the same side less than two rightangles^ 
 the two lines will meet if sufficiently produced* 
 
 Letthe line EFmeet the two 
 4ines CD, lil, making the sum 
 of the interior angles OGH, 
 GOD, less than two right an- 
 gles : then will IH and CD 
 meet if sufficiently produced. 
 
 For, if they do not meet they 
 are parallel (Def. 12.). But they 
 are not parallel, for if they were, 
 the sum of the interior angles OGH, GOD, w^ould be equal to 
 two right angles (Prop. XX.), whereas it is less by hypothesis : 
 hence, the lines IH, CD, are not parallel, and will therefore 
 meet if sufficiently produced. 
 
28 
 
 GEOMETRY. 
 
 Co7\ It is evident that the two lines IH, CD, will meet on 
 that side of EF on which the sum f»f the two angles OGH, 
 GOD, is less than two right angles 
 
 PROPOSITION XXII. THEOREM. 
 
 Two straight lines which are parallel to a third line, are parallel 
 to each other. 
 
 .A. 
 
 H 
 
 ■JS 
 
 Let CD and AB be parallel to the third line EF ; then arc 
 they parallel to each other. 
 
 Draw PQR perpendicular to EF, and 
 cutting AB, CD. Since AB is parallel to__ 
 EF, PR will be perpendicular to AB (Prop.E" 
 
 XX. Cor. 1.) ; and since CD is parallel to 
 
 EF, PR will for a like reason be perpen-C 
 
 dicular to CD. Hence AB and CD are 
 
 perpendicular to the same straight line 
 hence they are parallel (Prop. XVIII.). 
 
 t 
 
 PROPOSITION XXIII. THEOREM. 
 Two parallels are every where equally distant. 
 
 Two parallels AB, CD, being c K 
 given, if through two points E 
 and F, assumed at pleasure, the 
 straight lines EG, FH, be drawn 
 perpendicular to AB,these straight^ 
 lines will at the same time be 
 perpendicular to CD (Prop. XX. Cor. 1.) : and we are now to 
 show that they will be equal to each othcv. 
 
 If GF be drawn, the angles GFE, FGII, considered in refer- 
 ence to the parallels AB, CD, will be alternate angles, and 
 therefore equal to each other (Prop. XX. Cor. 2.). Also, the 
 straight lines EG, FH, being perpendicular to the same straight 
 line AB, are parallel (Prop. XVIII.) ; and the angles EGF, 
 GFH, considered in reference to the parallels EG, FH, will be 
 alternate angles, and therefore equal. Hence the two trian- 
 gles EFG, FGH, have a common side, and two adjacent angles 
 in each equal ; hence these triangles are equal (Prop. VI.) ; 
 therefore, the side EG, which measures the distance of the 
 parallels AB and CD at the point E, is equal to the side FH. 
 which measures the distance of the same parallels at the 
 point F. 
 
BOOK I. 29 
 
 PROPOSITION XXIV. THEOREM. 
 
 If two angles have their sides parallel and lying in the same di- 
 rection, the two angles will he equal. 
 
 Let BAG and DEF be the two angles, 
 having AB parallel to ED, and AC to EF ; 
 then will the angles be equal. 
 
 For, produce DE, if necessary, till it 
 meets AC in G. Then, since EF is par- 
 allel to GG, the angle DEF is equal to ^ 
 DGC (Prop. XX. Cor. 3.); and since 
 DG is parallel to AB, the angle DGC is equal to BAG ; hence, 
 the angle DEF is equal to BAG (Ax. 1.). 
 
 Scholium, The restriction of this proposition to the case 
 where the side EF lies in the same direction with AG, and ED 
 in the same direction with AB, is necessary, because if FE 
 were produced towards H, the angle DEH would have its sides 
 parallel to those of the angle BAG, but would not be equal to 
 it. In that case, DEH and BAG would be together equal to 
 two right angles. For, DEH + DEF is equal to two right angles 
 (Prop. I.) : but DEF is equal to BAG : hence, DEH + BAG is 
 equal to two right angles. 
 
 PROPOSITION XXV. THEOREM. 
 
 In every triangle the sum of the three angles is equal to two 
 ■ right angles. 
 
 Let ABG be any triangle : then will the an- 
 gle G+A+B be equal to two right angles. 
 
 For, produce the side GA towards D, and at 
 the point A, draw AE parallel to BC. Then, 
 since AE, GB, are parallel, and GAD cuts them, 
 the exterior angle DAE will be equal to its inte- C AD 
 rior opposite one AGB (Prop. XX. Cor. 3.) ; in like manner, 
 since AE, GB, are parallel, and AB cuts them, the alternate 
 angles ABG, BAE, will be equal : hence the three angles of 
 the triangle ABG make up the same sum as the three angles 
 GAB, BAE, EAD ; hence, the sum of the three angles is equal 
 to two right angles (Prop. L). 
 
 Cor, 1. Two angles of a triangle being given, or merely 
 their sum, the third will be found by subtracting that sum from 
 two right angles. 
 
30 GEOMETRY. 
 
 Cor. 2. If two angles of one triangle a re respectively equal 
 to two angles of another, the third angles will also be equal 
 and the two triangles will be mutually equiangular. 
 
 Cor, 3. In any triangle there can be but one right angle : 
 for if there were two, the third angle must be nothing. Still 
 less, can a triangle have more than one obtuse angle. 
 
 Cor. 4. In every right angled triangle, the sum of the two 
 acute angles is equal to one right angle. 
 
 Cor. 5. Since every equilateral triangle is also equiangular 
 (Prop. XI. Cor.), each of its angles will be equal to the third 
 part of two right angles ; so that, if the right angle is expressed 
 by unity, the angle of an equilateral triangle will be expressed 
 byf. , , 
 
 Cor. 6. In every triangle ABC, the exterior angle BAD is 
 equal to the sum of the two interior opposite angles B and C. 
 For, AE being parallel to BC, the part BAE is equal to the 
 angle B, and the other part DAE is equal to the angle C. 
 
 PROPOSITION XXVI. THEOREM. 
 
 TJie sum of all the interior angles of a polygon, is equal to two 
 right angles, taken as many times less two, as the figure has 
 sides. 
 
 Let ABCDEFG be the proposed polygon. 
 If from the vertex of anyone angle A, diagonals jj^ 
 AC, AD, AE, AF, be drawn to the vertices of 
 all the opposite angles, it is plain that the poly-^^ 
 gon will be divided into five triangles, if it has 
 seven sides ; into six triangles, if it has eight; and, A. 
 in general, into as many triangles, less two, as 
 the polygon has sides ; for, these triangles may be considered 
 as having the point A for a common vertex, and for bases, the 
 several sides of the polygon, excepting the two sides whiqh form 
 the angle A. It is evident, also, that the sum of all the angles 
 in these triangles does not differ from the sum of all the angles 
 in the polygon : hence the sum of all the angles of the polygon 
 is equal to two right angles, taken as many times as there are 
 triangles in the figure ; in other words, as there are units in the 
 number of sides diminished by two. 
 
 Cor. 1. The sum of the angles in a quadrilateral is equal 
 to two right angles multiplied by 4 — 2, which amounts to four 
 
BOOK I. 31 
 
 right angles : hence, if all the angles of a quadrilateral are 
 equal, each of them will be a right angle ; a concluslop which 
 sanctions the seventeenth Definition, where the four angles of 
 a quadrilateral are asserted to be right angles, in the case of the 
 rectangle and the square. 
 
 Cor. 2. The sum of the angles of a pentagon is equal to 
 two right angles multiplied by 5 — 2, which amounts to six right 
 angles : hence, when a pentagon is equiangular, .each angle 
 is equal to the fifth part of six right angles, or to | of one right 
 angle. 
 
 Cor. 3. The sum of the angles of a hexagon is equal to 
 2 X (6 — 2,) or eight right angles ; hence in the equiangular 
 hexagon, each angle is the sixth part of eight right angles, or | 
 of one. 
 
 Scholium. When this proposition is applied to 
 polygons which have re-emtrant angles, each re- 
 entrant angle must be regarded as greater than 
 two right angles. But to avoid all ambiguity, we 
 shall henceforth limit our reasoning to polygons 
 with salient angles, which might otherwise be named convex 
 polygons. Every convex polygon is such that a straight line, 
 drawn at pleasure, cannot meet the contour of the polygon in 
 more than two points. 
 
 PROPOSITION XXVII. THEOREM. 
 
 If the sides of any polygon he produced out, in the same direc- 
 tion , the sum of the exterior angles will he equal to four right 
 angles. 
 
 Let the sides of the polygon ABCD- 
 FG, be produced, in the same direction ; 
 then will the sum of the exterior angles 
 a + & + c -i- d-^f-\-g, be equal to four right 
 angles. 
 
 For, each interior angle, plus its ex- 
 terior angle, as A + a, is equal to two 
 right angles (Prop. I.). But there are 
 as many exterior as interior angles, and as many of each as 
 there are sides of the polygon : hence, the sum of all the inte- 
 rior and exterior angles is equal to twice as many right angles 
 as the polygon has sides. Again, the sum of all the interior 
 angles is equal to two right angles, taken as many times, less 
 two, as the polygon has sides (Prop. XXVI.) ; that is, equal to 
 twice as many right angles as the figure has sides, wanting 
 four right angles. Hence, the interior angles plus four right 
 
32 GEOMETRY. 
 
 angles, is equal to twice 'as many right angles as the polygon 
 has oides, and consequently, equal to the sum of the interior 
 angles plus the exterior angles. Taking from each the sum of 
 the interior angles, and there remains the exterior angles, equal 
 to four right angles. 
 
 PROPOSITION XXVIII. THEOREM. . 
 
 In every parallelogram, the opposite sides and angles are equal. 
 
 Let ABCD be a parallelogram : then will jy c » 
 
 AB=DC, AD=BC, A=C, and ADC= ABC. "' ' 
 
 For, draw the diagonal BD. The triangles 
 ABD, DBC, have a common side BD ; and 
 since AD, BC, are parallel, they have also the 
 angle ADB=DBC, (Prop. XX. Cor. 2.) ; and since AB, CD, 
 are parallel, the angle ABD==BDC : hence the two triangles 
 are equal (Prop. VI.) ; therefore the side AB, opposite the an- 
 gle ADB, is equal to the side DC, opposite the equal angle 
 DBC ; and the third sides AD, BC, are equal: hence the op- 
 posite sides of a parallelogram are equal. 
 
 Again, since the triangles are equal, it follows that the angle 
 A is equal to the angle C ; and also that the angle ADC com- 
 posed of the two ADB, BDC, is equal to ABC, composed of 
 the two equal angles DBC, ABD : hence the opposite apgles 
 of a paKallelogram are also equal. 
 
 Cor. Two parallels AB, CD, included between two other 
 parallels AD, BC, are equal ; and the diagonal DB divides the 
 parallelogram into two equal triangles. 
 
 PROPOSITION XXIX. THEOREM. 
 
 Jf the opposite sides of a quadrilateral are equal, each to each, 
 the equal sides will he parallel, and the figure will he a par- 
 allelogram. 
 
 Let ABCD be a quadrilateral, having 
 its opposite sides respectively equal, viz. 
 AB=DC, and AD=:BC ; then will these 
 sides be parallel, and the figure be a par- 
 allelogram. 
 
 For, having drawn the diagonal BD, 
 the triangles ABD, BDC, ha^Q all the sides of the one equal to 
 
BOOK I. 33 
 
 m 
 
 Ihe corresponding sides of the other ; therefore they are equal, 
 and the angle ADB, opposite the side AB, is equal to DBC, 
 opposite CD (Prop. X.) ; therefore, the side AD is parallel to 
 BC (Prop. XIX. Cor. 1.). For a hke reason AB is parallel to 
 CD : therefore the quadrilateral ABCD is a parallelogram. 
 
 PROPOSITION XXX. THEOREM. 
 
 If two opposite sides of a quadrilateral are equal and parallel 
 the remaining sides will also he equal and parallel, and the 
 figure will he a parallelogram. 
 
 Let ABCD be a quadrilateral, having 
 the sides AB, CD, equal and parallel ; 
 then will the figure be a parallelogram. 
 
 For, draw the diagonal DB, dividing 
 the quadrilateral into two triangles. Then, J- 
 since AB is parallel to DC, the alternate 
 angles ABD, BDC, are equal (Prop. XX. Cor. 2.) ; moreover, 
 the side DB is common, and the side AB=DC ; hence the tri- 
 angle ABD is equal to the triangle DBC (Prop. V.) ; therefore, 
 the side AD is equal to BC, the angle ADB = DBC, and conse- 
 quently AD is parallel to BC ; hence the figure ABCD is a 
 parallelogram. 
 
 PROPOSITION XXXI. THEOREM. 
 
 The two diagonals of a parallelogram divide each other into equal 
 parts, or mutually bisect each other. 
 
 Let ABCD be a parallelogram, AC and 
 DB its diagonals, intersecting at E,then will 
 AE=EC, and DE=EB. 
 
 Comparing the triangles ADE, CEB, we 
 find the side AD = CB (Prop. XXVIIL), 
 the angle ADE=CBE, and the angle 
 DAE=ECB (Prop. XX. Cor. 2.); hence those triangles are 
 equal (Prop. VI.) ; hence, AE, the side opposite the angle 
 ADE, is equal to EC, opposite EBC ; hence also DE is equal 
 to EB. 
 
 Scholium. In the case of the rhombus, the sides AB, BC, 
 being equal, the triangles AEB, EBC, have all the sides of the 
 one equal to the corresponding sides of the other, and are 
 therefore equal: whence it follows that the angles. AEB, BEC, 
 are equal, and therefore, that the two diagonals of a rhombus 
 cut each other at right angles. 
 
34 GEOMETRY. 
 
 BOOK 11. 
 
 OF RATIOS AND PROPORTIONS. 
 
 Definitions, 
 
 1. Ratio is the quotient arising from dividing one quantity 
 by another quantity of the same kind. Thus, if A and B rep- 
 resent quantities of the same kind, the ratio of A to B is ex- 
 pressed by -V-. 
 
 The ratios of magnitudes may be expressed by numbers, 
 either exactly or approximatively ; and in the latter case, the 
 approximation may be brought nearer to the true ratio than 
 any assignable difference. 
 
 Thus, of two magnitudes, one of them may be considered to 
 be divided into some number of equal parts, each of the same 
 kind as the whole, and one of those parts being considered as 
 an unit of measure, the magnitude may be expressed by the 
 number of units it contains. If the other magnitude contain 
 a certain number of those units, it also may be expressed by 
 the number of its units, and the two quantities are then said 
 to be commensurable. 
 
 If the second magnitude do not contain the measuring unit 
 an exact number of times, there may perhaps be a smaller unit 
 which will be contained an exact number of times in each of 
 the magnitudes. But if there is no unit of an assignable value, 
 which shall be contained an exact number of times in each of 
 the magnitudes, the magnitudes are said to be incommensurable. 
 
 It is plain, however, that the unit of measure, repeated as 
 many times as it is contained in the second magnitude, would 
 always differ from the second magnitude by a quantity less 
 than the unit of measure, since the remainder is always less 
 than the divisor. Now, since the unit of measure may be made 
 as small as we please, it follows, that magnitudes may be rep- 
 resented by numbers to any degree of exactness, or they will 
 differ from their numerical representatives by less than any 
 assignable quantity. 
 
 Therefore, of two magnitudes, A and B, we may conceive 
 A to be divided into M number of units, each equal to A' : 
 then A=M x A': let B be divided into N number of equal units, 
 each equal to A'; then B=N x A'; M and N being integral num- 
 bers. Now the ratio of A to B, will be the same as the ratio 
 of M X A' to N X A'; that is thasame as the ratio of M to N, since 
 A' is a common unit. 
 
BOOK 11. 35 
 
 In the same manner, the ratio of any other two magnitudes 
 C and D may be expressed by P x C to Q x C, P and Q being 
 also integral numbers, and their ratio will be the same as that 
 ofPtoQ. 
 
 2. If there be four magnitudes A, B, C, and D, having such 
 
 values that —-is equal to— , then A is said to have the same ratio 
 A O 
 
 to B, that C has to D, or the ratio of A to B is equal to the ratio 
 
 of C to D. When four quantities have this relation to each 
 
 other, they are said to be in proportion. 
 
 To indicate that the ratio of A to B is equal to the ratio of 
 
 C to D, the quantities are usually written thus, A : B : : C : D, 
 
 and read, A is to B as C is to D. The quantities which are 
 
 compared together are called the terms of the proportion. The 
 
 first and last terms are called the two extremes, and the second 
 
 and third terms^ the two means. 
 
 3. Of four proportional quantities, the first and third are 
 called the antecedents, and the second and fourth the conse- 
 quents ; and the last is said to be a fourth proportional to the 
 other three taken in order. 
 
 4. Three quantities are in proportion, when the first has the 
 same ratio to the second, that the second has to the third ; and 
 then the middle term is said to be a mean proportional between 
 the other two. 
 
 5. Magnitudes are said to be in proportion by inversion, or 
 inversely, when the consequents are taken as antecedents, and 
 the antecedents as consequents. 
 
 6. Magnitudes are in proportion by alternation, or alternately, 
 vv^hen antecedent is compared with antecedent, and consequent 
 with consequent. 
 
 7. Magnitudes are in proportion by composition, when the 
 sum of the antecedent and consequent is compared either with 
 antecedent or consequent. 
 
 8. Magnitudes are said to be in proportion by division, when 
 the difference of the antecedent and consequent is compared 
 either with antecedent or consequent. 
 
 9. Equimultiples of two quantities are the products which 
 arise from multiplying the quantities by the same number : 
 thus, m X A, m X B, are equimultiples of A and B, the common 
 multiplier being m. 
 
 10. Two quantities A and B are said to be reciprocally 
 proportional, or inversely proportional, when one increases in 
 the same ratio as the other diminishes. In such case, either 
 of them is equal to a constant quantity divided by the other, 
 and their product is constant. 
 
86 GEOMETRY. 
 
 PROPOSITION I. THEOREM. 
 
 k: 
 
 When four quantities are in proportion^ the product of the 
 two extremes is equal to the product of the two means 
 
 Let A, B, C, D, be four quantities in proportion, and M : N 
 
 : ; P : Q be their numerical representatives ; then will M x Q= 
 
 N O 
 Nx P; for since the quantities are in proportion — =- there- 
 
 O MP 
 
 fore N=Mx^,orNxP=MxQ. 
 
 Cor, If there are three proportional quantities (Def. 4.), the 
 product of the extremes will be equal to the square of the 
 mean. 
 
 PROPOSITION II. THEOREM. 
 
 If the product of two quantities he equal to the pr-oduct of two other 
 quantities^ two of them will he the extremes and the other two 
 the means of a proportion. 
 
 Let M X Q=N X P ; then will M : N : : P : Q. 
 
 For, if P have not to Q the ratio which M has to N, let P 
 have to Q', a number greater or less than Q, the same ratio 
 that M has to N; that is, let M : N : : P : Q' ; then MxQ'= 
 
 NxP (Prop. L) : hence, Q'= ^^^ ; but Q=Z^ ; con- 
 
 feequently, Q=Q' and the four quantities are proportional; that 
 is, M:N:;P:Q. 
 
 PROPOSITION III. THEOREM. 
 
 If four quantities are in proportion, they will he in proportion 
 when taken alternately. 
 
 Let M, N, P, Q, be the numerical representatives of four 
 quanties in proportion ; so that 
 
 M : N : : P : Q, then will M : P : : N : Q. 
 
 Since M ; N : : P : Q, by supposition, M x Q=N x P ; there- 
 fore, M and Q may be made the extremes, and N and P the 
 means of a proportion (Prop. IL) ; hence, M : P : : N : Q. 
 
BOOK IT. 37 
 
 PROPOSITION IV. . THEOREM. 
 
 [f there he four proportional quantities, and four other propor- 
 tional quantities, having the antecedents the same in both, the 
 consequefits will be proportional. 
 
 Let M : N : : P : Q 
 
 and M : R : : P : S 
 
 then will N : Q : : R : S 
 
 P O 
 
 For, by alternation M;P::N:Q,or tj=5- 
 
 P S 
 and M : P ; : R ; S, or 5|=g" 
 
 Q S 
 hence :j^=:5- ; or N : Q : : R : S. 
 
 Cor. If there be two sets of proportionals, having an ante- 
 cedent and consequent of the first, equal to an antecedent and 
 consequent of the second, the remaining terms will be propor- 
 tional. 
 
 , PROPOSITION V. THEOREM. 
 
 If four quantities be in proportion, they will be in proportion when 
 taken inversely. 
 
 Let M:N::P:Q.; then will t 
 
 N : M : : Q : P. 
 For, from the first proportion we have M x Q=N x P, or 
 NxP=MxQ. 
 
 But the products N x P and M x Q are the products of the 
 extremes and mean^ of the four quantities N, M , Q, P, and these 
 products being equal, 
 
 N:M::Q:P(Prop.IL). 
 
 PROPOSITION VI. THEOREM. 
 
 If four quantities are in proportion, they will be in proportion by 
 composition, or division. 
 
 D 
 
38 GEOMETRY. 
 
 Let, as before, M, N, P, Q, be the numerical representatives 
 of the four quantities, so that 
 
 M : N : : P : Q ; then will 
 M±N:M::Pd=Q:P. 
 For, from the first proportion, we have 
 
 MxQ=NxP, orNxP=MxQ; 
 Add each of the members of the last equation to, or subtract 
 It from M.P, and we shall have, 
 
 M.P±N.P=:M.P±M.Q;or 
 (M±N)xP-(P±Q)xM. 
 But MrbN and P, maybe considered the two extremes, and 
 P±Q and M, the two means of a proportion : hence, 
 M±N : M : : FiQ : P. 
 
 PROPOSITION VII. THEOREM. 
 
 Equimultiples of any two quantities^ have the same ratio as the 
 quantities themselves. 
 
 Let M and N be any two quantities, and m any integral 
 number ; then will 
 
 m.M.:m. N : : M : N. For 
 
 m. MxN=?w. NxM, since the quantities in 
 each member are the same ; therefore, the quantities are pro- 
 portional (Prop. II.) ; or 
 
 m. M : 771. N : : M : N. 
 
 PROPOSITION VIII. THEOREM. 
 
 Of four proportional quantities, if there he taken any equimul- 
 tiples of the two antecedents, and any equimultiples of the two 
 consequents, the four resulting quantities will be proportional 
 
 Let M, N, P, Q, be the numerical representatives of four 
 quantities in proportion ; and let m and n be any numbers 
 whatever, then will 
 
 m. M : ?i. N : : m. P : 71. Q. 
 
 For, since M : N : : P : Q, we have M x Q=N x P ; hence, 
 m. M X 71. Q=?i. N X 77Z. P, by multiplying both members of the 
 equation by ??i x n. But m, M and n. Q, may be regarded as 
 the two extremes, and n. N and m. P, as the means of a propor- 
 tion ; hence, tw. M : n. N : ; m, P : ti. Q. 
 
BOOK II. a^ 
 
 PROPOSITION IX. THEOREM. 
 
 Of four proportional quantities, if the two consequents he either 
 augmented or diminished hy quantities which have the same 
 ratio as the antecedents, the resulting quantities and the ante- 
 cedents will he proportional. 
 
 Let 
 
 M : N : : P : Q, and let also 
 
 
 M : P : : m : 71, then will 
 
 
 M : P : : N±»z : Qrbw. 
 
 For, since 
 
 M : N : : P : Q, MxQ=NxP. 
 
 And since 
 
 M : P : : m : 71, Mx7i=Px7?i 
 
 Therefore, 
 
 MxQ±Mx7i=NxP±Px77z 
 
 or. 
 
 Mx(Q=i=7i)=Px(N±m): 
 
 hence 
 
 M : P : : Ndbm : Q±7i (Prop. II.). 
 
 PROPOSITION X. THEOREM. 
 
 [f any numher of quantities are proportionals, any one antece- 
 dent will he to its consequent, as the sum of all the antecedents 
 to the sum of the consequents. 
 
 Let M : N : ; P : Q : : R j^ &c^then will 
 
 M : N : : M + P + R : N + Q + S 
 For, since M : N : : P : Q, we have MxQ=JixP 
 And since M : N : : R : S, we have Mx S=]?lxR 
 
 Add MxN=MxN 
 
 and we have, M.N+M.Q + M.S=M.N+N.P + N.R 
 or Mx(N + Q+S)^Nx (M + P + R ) 
 therefore, M : N : : M+P + R : N + Q+S. 
 
 PROPOSITION XI. THEOREM. 
 
 If two magnitudes he each increased or diminished hy like parts 
 of each, the resulting quantities will have the same ratio as the 
 magnitudes themselves. 
 
 m 
 
40 GEOMETRY. 
 
 Let M and N be any two magnitudes, and — and i- be like 
 
 m m 
 
 parts of each : then will 
 
 M ; N : : Md=M : N ±— 
 m m 
 
 For, it is obvious that Mx(N±_\ =Nx(M±_\ since 
 
 m / m / 
 
 each is equal to M.Ndb_L_. Consequently, the four quan- 
 
 m 
 titles are proportional (Prop. II.), 
 
 PROPOSITION XII. THEOREM. 
 
 //* four quantities are proportional, their squares or cubes will 
 also be proportional. 
 
 Let M : N : P : Q, 
 
 then will M2 : N2 : : P2 : Q2 
 
 and M^ : N^ : : P3 : Q3 
 
 For, MxQ=NxP, since M : N : : P : Q 
 
 or, M^ X Q^=N^ X P^ by squaring both members, 
 and M^ X Q^=N^ X P^ by cubing both members ; 
 therefore, M^ ; N^ : : P^ : Q2 
 and M^ : N^ : : P3 : Q3 
 
 Cor. In the same way it may be shown that like powers or 
 roots Jtf proportional quantities are proportionals. 
 
 PROPOSITION XIII. THEOREM. 
 
 Jf there be two sets of proportional quantities, the products ofths 
 corresponding terms will be proportional. 
 
 Let 
 and 
 then will 
 For since 
 and 
 
 M : N : : P : Q 
 . R • S : : T : V 
 *MxR : NxS : : PxT : QxV 
 
 MxQ=N>?P 
 
 R X V= S X T, we shall have 
 
 MxQx^xV=NxPxSxT 
 
 or 
 
 MxRxQxV=NxSxPxT 
 
 therefore, 
 
 MxR : NxS : : PxT : QxV 
 
BOOK III. 41 
 
 BOOK III. 
 
 THE CIRCLE, AND THE MEASUREMENT OF ANGLES. 
 
 Definitions, 
 
 1. The circumference of a circle is a 
 curved line, all the points of which are 
 equally distant from a point within, 
 called the centre. 
 
 The circle is the space terminated by ^.j 
 this curved line.* 
 
 2. Every straight line, CA, CE, CD, 
 drawn from the centre to the circum- 
 ference, is called a radium or semidiam- E" 
 eter ; every line which, like AB, passes through the centre, and 
 is terminated on both sides by the circumference, is called a 
 diameter. 
 
 From the definition of a circle, it follows that all the radii 
 are equal ; that all the diameters are fqual also, and each 
 double of the radius. 
 
 3. A portion of the circumference, such as FHG, is called 
 an arc. 
 
 The chord, or subtense of an arc, is the straight line FG, which 
 joins its two extremities.f 
 
 4. A segment is the surface of portion of a circle, included 
 between an arc and its chord. 
 
 5. A sector is the part of the circle included between an 
 arc DE, and the two radii CD, CE, drawn to the extremities 
 of the arc. 
 
 6. A straight line is said to be inscribed in 
 a circle, when its extremities are in the cir- 
 cumference, as AB. 
 
 An inscribed angle is one which, like BAC, 
 has its vertex in the circumference, and is 
 formed by two chords. 
 
 * Note. In common language, the circle is sometimes confounded with its 
 circumference : but the correct expression may always be easily recurred to if 
 we bear in mind that the circle is a surface which has length and breadth, 
 while the circumference is but a line. 
 
 t Note. In all cases, the same chord FG belongs to two arcs, FGH, FEG, 
 and consequently also to two segments : but the smaller one is always meant, 
 # unless the contrary is expressed. 
 
 D* 
 
42 GEOMETRY. 
 
 An inscribed triangle is one which, like BAG, has its three 
 angular points in the circumference. 
 
 And, generally, an inscribed figure is one, of which all the 
 angles have their vertices in the circumference. The circle is 
 then said to circumscribe such a figure. 
 
 7. A secant is a line which meets the circum- 
 ference in two points, and lies partly within ^- 
 and partly without the circle. AB is a secant. 
 
 8. A tangent is a hne which has but one 
 point in common with the circumference. CD 
 is a tangent. 
 
 The point M, where the tangent touches the c 
 circumference, is called the point of contact. 
 
 In like manner, two circumferences touch 
 each other when they have but one point in 
 common. 
 
 9. A polygon is circumscribed about a 
 circle, when ail its sides are tangents to 
 the circumference : in the same case, the 
 circle is said to be inscHbed in the po- 
 lygon. 
 
 PROPOSITION I. THEOREM. 
 
 Every diameter divides the circle and its circumference into two 
 equal parts. 
 
 Let AEDF be a circle, and AB a diameter. 
 Now, if the figure AEB be applied to AFB, 
 their common base AB retaining its position, 
 the curve line AEB must fall exactly on the 
 curve line AFB, otherwise there would, in 
 the one or the other, be points unequally dis- 
 tant from the centre, which is contrary to 
 tlie definition of a circle. ^ 
 
 I 
 
BOOK III. 43 
 
 PROPOSITION II. THEOREM. 
 Every chord is less than the diameter. 
 
 Let AD be any chord. Draw the radii 
 CA, CD, to its extremities. We shall then 
 have AD<AC + CD (Book I. Prop. VII.*); ^ 
 or AD<Ap. 
 
 Cor, [Hence the greatest Hne which can be inscribed in a 
 Y circle is its diameter.^ 
 
 PROPOSITION III. THEOREM. 
 
 A straight line cannot meet the circumference of a circle in more 
 than two points. 
 
 For, if it could meet it in three, those three points would be 
 equally distant from the centre ; and hence, there would be 
 three equal straight lines drawn from the same point to the 
 same straight line, which is impossible (Book I. Prop. XV. 
 Cor. 2.). 
 
 PROPOSITION IV. THEOREM. 
 
 In the same circle, or in equal circles, equal arcs are subtended by 
 equal chords ; and, conversely, equal chords subtend equal arcs. 
 
 Note. When reference is made from one pronosition to another, in the 
 same Book, the number of the proposition referred to is alone given; but when 
 the proposition is found in a different Book, the number of the Book is also 
 given. 
 
44 GEOMETRY. 
 
 If the radii AC, EO, are 
 equal, and also the arcs 
 AMD, ENG; then the chord 
 AD will be equal to the jA 
 chord EG. 
 
 For, since the diameters 
 AB, EF, are equal, the semi- 
 circle AMDB maybe applied 
 exactly to the semicircle ENGF, and the curve line AMDB 
 will coincide entirely with the curve line ENGF. But the 
 part AMD is equal to the part ENG, by hypothesis ; hence, the 
 point D will fall on G ; therefore, the chord AD is equal to the 
 chord EG. 
 
 Conversely, supposing again the radii AC, EO, to be equal, 
 if the chord AD is equal to the chord EG, the arcs AMD, 
 ENG will also be equal. 
 
 For, if the radii CD, OG, be drawn, the triangles ACD, 
 EOG, will have all their sides equal, each to each, namely, 
 AC^EO, CD = OG, and AD=EG; hence the triangles are 
 themselves equal ; and, consequently, the angle ACD is equal 
 EOG (Book I. Prop. X.). Now, placing the semicircle ADB 
 on its equal EGF, since the angles ACD, EOG, are equal, it is 
 plain that the radius CD will fall on the radius OG, and the 
 point D on the point G ; therefore the arc AMD is equal to the 
 arc ENG. 
 
 PROPOSITION V. THEOREM. 
 
 In the same circle y or in equal circles , a greater arc is subtended 
 by a greater chords and conver'sely^ the greater chord subtend 
 the greater arc. 
 
 Let the arc AH be greater than 
 the arc AD ; then will the chord AH 
 be greater than the chord AD. 
 
 For, draw the radii CD, CH. The 
 two sides AC, CH, of the triangle . / 
 ACH are equal to the two AC, CD, -^^ 
 of the triangle ACD, and the angle 
 ACH is greater than ACD ; hence, the 
 
 third side AH is greater than the third 
 
 side AD (Book I. Prop. IX.) ; there- X 
 
 fore the chord, which subtends the greater arc, is the greater. 
 Conversely, if the chord AH is greater than AD, it will follow, 
 on comparing the same triangles, that the angle ACH is 
 
BOOK III. 4i, 
 
 greater than ACD (Bk. I. Prop. IX. Sch.) ; and hence that 
 the arc AH is greater than AD ; since the whole is greater 
 than its part. 
 
 Scholium. The arcs here treated of are each less than the 
 semicircumference. If they were greater, the reverse pro- 
 perty would have place ; for, as the arcs increase, the chords 
 would diminish, and conversely. Thus, the arc AKBD is 
 greater than AKBH, and the chord AD, of the first, is less 
 than the chord AH of the second. 
 
 PROPOSITION VI. THEOREM. 
 
 The radius which is perpendicular to a chord, bisects the chords 
 and bisects also the subtended arc of the chord. 
 
 Let AB be a chord, and CG the ra- 
 dius perpendicular to it : then will AD = 
 DB, and the arc AG^GB. 
 
 For, draw the radii CA, CB. Then 
 the two right angled triangles ADC, 
 CDB, will have AC=CB, and CD com- 
 mon ; hence, AD is equal to DB (Book 
 T. Prop. XVII.). 
 
 Again, since AD, DB, are equal, CG 
 is a perpendicular erected from the mid- 
 dle of AB ; hence every point of this perpendicular must be 
 equally distant from its two extremities A and B (Book I. Prop. 
 XVI.). Now, G is one of these points ; therefore AG, BG, are 
 equal. But if the chord AG is equal to the chord GB, the arc 
 AG will be equal to the arc GB (Prop. IV.) ; hence, the radius 
 CG, at right angles to the chord AB, divides the arc subtended 
 by that chord into two equal parts at the point G. 
 
 Scholium. The centre C, the middle point D, of the chord 
 AB, and the middle point G, of the arc subtended by this 
 chord, are three points of the same line perpendicular to the 
 chord. But two points are sufficient to determine the position 
 of a straight line ; hence every straight line which passes through 
 two of the points just mentioned, will necessarily pass through 
 the third, and be perpendicular to the chord. 
 
 It follows, likewise, that the perpendicular raised from the 
 middle of a chord passes through the centre of the circle y and 
 through the middle of the arc subtended by that chord. 
 
 For, this perpendicular is the same as the one let fall from 
 the centre on the same chord, since both of them pass through 
 the centre and middle of the chord. 
 
46 GEOMETRY. 
 
 PROPOSITION VII. THEOREM. 
 
 fi-^<i^^jf^\ 
 
 Through three given points not in the same straight line, one cir- 
 cumference may always he made to pass, and but one. 
 
 Let A, B, and C, be the given 
 points. 
 
 Draw AB, BC, and bisect these 
 straight Unes by the perpendiculars 
 DE, FG : we say first, that DE and 
 FG, will meet in some point O. 
 
 For, they must necessarily cut 
 each other, if they are not parallel. 
 Now, if they were parallel, the line AB, which is perpendicular 
 to DE, would also be perpendicular to FG, and the angle K 
 would be a right angle (Book I. Prop. XX. Cor. 1.). But BK, 
 the prolongation of BD, is a difierent line from BF, because the 
 three points A, B, C, are not in the same straight line ; hence 
 there would be two perpendiculars, BF, BK, let fall from the 
 same point B, on the same straight line, which is impossible 
 (Book I. Prop. XIV.) ; hence DE, FG, will always meet in 
 some point O. 
 
 And moreover, this point O, since it lies in the perpendicular 
 DE, is equally distant from the two points, A and B (Book I. 
 Prop. XVI.) ; and since the same point O lies in the perpen- 
 dicular FG, it is also equally distant from the two points B and 
 C : hence the three distances OA, OB, OC, are equal ; there- 
 fore the circumference described from the centre O, with the 
 radius OB, will pass through the three given points A, B, C. 
 
 We have now shown that one circumference can always be 
 made to pass through three given points, not in the same 
 straight line : we say farther, that but one can be described 
 through them. 
 
 For, if there were a second circumference passing through the 
 three given points A, B, C, its centre could not be out of the 
 line DE, for then it would be unequally distant from A and B 
 (Book I. Prop. XVI.); neither could it be out of the line FG, for 
 a like reason ; therefore, it would be in both the lines DE, FG. 
 But two straight lines cannot cut each other in more than one 
 point ; hence there is but one circumference which can pass 
 through three given points. 
 
 Cor. Two circumferences cannot meet in more than two 
 pomts ; for, if they have three common points, there would be 
 two circumferences passing through the same three points ; 
 which has been shown by the proposition to be impossible. 
 
BOOK III. 
 
 47 
 
 \. 
 
 ■\ 
 
 PROPOSITION VIII. THEOREM. 
 
 Two equal chords are equally distant from the centre ; andoj two 
 unequal chords, the less is at the greater distance from the 
 centre. 
 
 First. Suppose the chord AB= 
 DE. Bisect these chords by the per- 
 pendiculars CF, CG, and draw the 
 radii CA, CD. 
 
 In the right angled triangles CAF, 
 DCG, the hypothenuses CA, CD, are 
 equal ; and the side AF, the h^lf of 
 AB, is equal to the side DG, the half 
 of DE : hence the triangles are equal, 
 and CFis eciual to CG (Book I. Prop. 
 XVII.) ; hence, the two equal chords 
 AB, DE, are equally distant from the centre. 
 
 Secondly Let the chord AH be greater than DE. The 
 arc AKH will be greater than DME (Prop. V.) : cut off from 
 the former, a part ANB, equal to DME ; draw the chord AB, 
 and let fall CF perpendicular to this chord, and CI perpendicu- 
 lar to AH. It is evident that CF is greater than CO, and CO 
 than CI (Book I. Prop. XV.) ; therefore, CF is still greater 
 than CI. But CF is equal to CG, because the chords AB, 
 DE, are equal : hence we have CG>CI ; hence of two unequal 
 chords, the less is the farther from the centre. 
 
 n^^ 
 
 PROPOSITION IX. THEOREM. 
 
 A straight line perpendicular to a radius, at its extremity, is a 
 tangent to the circumference. 
 
 Let BD be perpendicular to the B 
 radius C A, at its extremity A ; then 
 will it be tangent to the circumfe- 
 rence. 
 
 For, every oblique line CE, is 
 longer than the perpendicular CA 
 (Book I. Prop. XV.); hence the 
 point E is without the circle ; therefore, BD has no point but 
 A common to it and the circumference ; consequently BD is a 
 tangent (Def. 8.). 
 
48 
 
 GEOMETRY. 
 
 Scholium. At a given point A, only one tangent AD can 
 be drawn to the circumference ; for, if another could be drawn, 
 it would not be perpendicular to the radius CA (Book I. Prop. 
 XIV. Sch.) ; hence in reference to this new tangent, the radius 
 AC would be an oblique line, and the perpendicular let fall 
 from the centre upon this tangent would be shorter than CA ; 
 hence this supposed tangent would enter the circle, and be a 
 secant. 
 
 PROPOSITION X. THEOREM. 
 
 aTm: 
 
 Two parallels intercept equal arcs on the circumference. 
 
 There may be three cases. 
 
 First. If the two parallels are se- 
 cants, draw the radius CH perpendicu- 
 lar to the chord MP. It will, at the 
 same time be perpendicular to NQ 
 (Book I.Prop.XX.Cor. 1 .) ; therefore, the 
 point H will be at once the middle of 
 the arc MHP, and of the arc NHQ 
 (Prop. VI.) ; therefore, we shall have 
 the arc MH=HP, and the arc NH = 
 HQ ; and therefore MH— NH=:HP— HQ ; in other words, 
 MN=PQ. 
 
 Second. When, of the two paral- 
 lels AB, DE, one is a secant, the 
 other a tangent, draw the radius CH 
 to the point of contact H ; it will be 
 perpendicular to the tangent DE 
 (Prop. IX.), and also to its parallel 
 MP. But, since CH is perpendicular 
 to the chord MP, the point H must be 
 the middle of the arc MHP (Prop. 
 VI.) ; therefore the arcs MH, HP, in- 
 cluded between the parallels AB, DE, are equal. 
 
 Third. If the two parallels DE, IL, are tangents, the one 
 at H, the other at K, draw the parallel secant AB ; and, from 
 what has just been shown, we shall have MH=HP, MK=KP; 
 and hence the whole arc HMK=HPK. It is farther evident 
 that each of these arcs is a semicircumference. 
 
BOOK III. 
 
 49 
 
 PROPOSITION XI. THEOREM. 
 
 If two circles cut each other in two points, the line which passes 
 through their centres, will be perpendicular to the chord which 
 joins the points of intersection, and will divide it into two 
 equal parts. 
 
 For, let the line AB join the points of intersection. It will 
 be a common chord to the two circles. Now if a perpendicular 
 
 be erected from the middle of this chord, it will pass through 
 each of the two centres C and D (Prop. VI. Sch.). But no 
 more than one straight line can be drawn through two points ; 
 hence the straight line, which passes through the centres, will 
 bisect the chord at right angles. 
 
 PROPOSITION Xn. THEOREM. 
 
 If the distance between the centres of two circles is less than the 
 sum of the radii, the greater radius being at the same time 
 less than the sum of the smaller and the distance between the 
 centres, the two circumference^'jivill cut each other. 
 
 For, to make an intersection 
 possible, the triangle CAD must 
 be possible. Hence, not only- 
 must we have CD < AC + AD, 
 but also the greater radius AD< 
 AC + CD (Book I. Prop. VII.). 
 And, whenever the triangle CAD 
 can be constructed, it is plain 
 that the circles described from the centres C and D, will cut 
 each other in A and B. 
 
 m 
 
50 
 
 GEOMETRY. 
 
 PROPOSITION XIII. THEOREM. 
 
 If the distance between the centres of two circles is equal to the 
 sum of their radii, the two circles will touch each other exter- 
 nally. 
 
 Let C and D be the centres at a 
 distance from each other equal to 
 CA + AD. 
 
 The circles will evidently have the 
 point A common, and they v^ill have 
 no other; because, if they had two 
 points common, the distance between 
 
 their centres must be less than the sum of their radii. 
 
 PROPOSITION XIV. THEOREM. 
 
 )( 
 
 If ike distance between the centres of two circles is equal to the 
 difference of their radii, the two circles icill touch each other 
 internally. 
 
 Let C and D be the centres at a dis- 
 tance from each other equal to AD — CA. 
 
 It is evident, as before, that they will 
 have the point A common : they can have 
 no other; because, if they had, the greater 
 radius AD must be less than the sum of 
 the radius AC and the distanceCD between 
 the centres (Prop. XIL); which is contraiy 
 to the supposition. 
 
 Cor. Hence, if two circles touch each othef, either eiter- 
 nally or internally, their centres and the point of contact "S^ill 
 be in the same right line. 
 
 Scholium. All circles which have their centres on the right 
 line AD. and which pass through the point A, are tangent to 
 each other. For, they have only the point A common, and if 
 through the point A, AE be drawn perpendicular to AD, the 
 straight line AE will be a common tangent to all the circles. 
 
BOOK III. 51 
 
 PROPOSITION XV. THEOREM. 
 
 KW^ 
 
 In the same circle, or in equal circles, equal angles having their 
 vertices at the centre, intercept equal arcs on the circumference : 
 and conversely, if the arcs intercepted are equal, the angles 
 contained by the radii will also be equal, • 
 
 Let C and C be the centres of equal circles, and the angle 
 ACB-DCE. 
 
 First. Since the angles ACB, 
 DCE, are equal, they may be 
 
 placed upon each other ; and [ C \ ( C 
 since their sides are equal, the 
 point A will evidently fall on D, 
 
 and the point B on E. But, in iiN J^B 3^ 
 
 that case, the arc AB must also 
 
 fall on the arc DE ; for if the arcs did not exactly coincide, there 
 would, in the one or the other, be points unequally distant from 
 the centre ; which is impossible : hence the arc AB is equal 
 to DE. 
 
 Secondly. If we suppose AB=DE, the angle ACB will be 
 equal to DCE. For, if these angles are not equal, suppose 
 ACB to be the greater, and let ACI be taken equal to DCE. 
 From what has just been shown, we shall have AI=DE : but, 
 by hypothesis, AB is equal to DE ; hence AI must be equal to 
 AB, or a part to the whole, which is absurd (Ax. 8.) : hence, 
 the angle ACB is equal to DCE. 
 
 PROPOSITION XVI. THEOREM. 
 
 In the same circle, or in equal circles, if two angles at the centre 
 are to each other in the proportion of two whole numbers, the 
 intercepted arcs will be to each other in the proportion of the 
 same numbers, and we shall have the angle to the angle, as the 
 corresponding arc to the corresponding arc. 
 
62 
 
 GEOMETRY. 
 
 Suppose, for example, that the angles ACB, DCE, are to 
 each other as 7 is to 4; or, which is the same thing, suppose 
 that the angle M, which may serve as a common measure, is 
 contained 7 times in the angle ACB, and 4 times in DCE 
 
 C C 
 
 The seven partial angles ACm, mCUf nCp, &c., into which 
 ACB is divided, being each equal to any of the four partial 
 angles into which DCE is divided ; each of the partial arcs 
 Am, mn, np, <fec., will be equal to each of the partial arcs Da-, 
 xy, &c. (Prop. XV.). Therefore the whole arc AB will be to 
 the whole arc DE, as 7 is to 4. But the same reasoning would 
 evidently apply, if in place of 7 and 4 any numbers whatever 
 were employed ; hence, if the ratio of the angles ACB, DCE, 
 can be expressed in whole numbers, the arcs AB, DE, will be 
 to each other as the angles ACB, DCE. 
 
 Scholium, Conversely, if the arcs, AB, DE, are to each 
 other as two whole numbers, the angles ACB, DCE will be to 
 each other as the same whole numbers, and we shall have 
 ACB : DCE : : AB : DE. For the partial arcs. Am, 7W7i,&c. 
 and Dx, xy, &c., being equal, the partial angles ACm, mCn, 
 &c. and DCa;, xCy, &c. will also be equal. 
 
 PROPOSITION XVII. THEOREM. 
 
 Whatever be the ratio of two angles, they will always he to each 
 other as the arcs intercepted between their sides ; the arcs being 
 described from the vertices of the angles as centres with equal 
 radii. 
 
 Let ACB be the greater and 
 ACD the less angle. 
 
 Let the less angle be placed 
 on the greater. If the propo- 
 sition is not true, the angle 
 ACB will be to the angle ACD 
 as the arc AB is to an arc 
 greater *or less than AD. Suppose this arc to be greater, and 
 let it be represented by AO ; we shall thus have, the angle 
 ACB : angle ACD : : arc AB : arc AO. Next conceive the ai'c 
 
BOOK III. 53 
 
 AB to be divided into equal parts, each of which is less than 
 DO ; there will be at least one point of division between D and 
 O ; let I be that point ; and draw CI. The arcs AB, AI, will be 
 to each other as two whole numbers, and by the preceding 
 theorem, we shall have, the angle ACB : angle ACI : : arc AB 
 : arc AI. Comparing these two proportions with each other, 
 we see that the antecedents are the same : hence, the conse- 
 quents are proportional (Book II. Prop. IV.) ; and thus we find 
 the angle ACD : angle ACI : : arc AO : arc AI. But the arc 
 AO is greater than the arc AI ; hence, if this proportion is true, 
 the angle ACD must be greater than the angle ACI : on the 
 contrary, however, it is less ; hence the angle ACB cannot be 
 to the angle ACD as the arc AB is to an arc greater than AD. 
 By a process of reasoning entirely similar, it may be shown 
 that the fourth term of the proportion cannot be less than AD ; 
 hence it is AD itself ; therefore we have 
 
 Angle ACB : angle ACD : : arc AB : arc AD. 
 
 Cor. Since the angle at the centre of a circle, and the arc 
 intercepted by its sides, have such a connexion, that if the one 
 be augmented or diminished in any ratio, the other will be 
 augmented or diminished in the same ratio, we are authorized 
 to establish the one of those magnitudes as the measure of the 
 other ; and we shall henceforth assume the arc AB as the mea- 
 sure of the angle ACB. It is only necessary that, in the com- 
 parison of angles with each other, the arcs which serve to 
 measure them, be described with equal radii, as is implied in 
 all the foregoing propositions. 
 
 Scholium 1. It appears most natural to measure a quantity 
 by a quantity of the same species ; and upon this principle it 
 would be convenient to refer all angles to the right angle ; 
 which, being made the unit of measure, an acute angle would 
 be expressed by some number between and 1 ; an obtuse an- 
 gle by some number between 1 and 2. This mode of express- 
 ing angles would not, how^ever, be the most convenient in 
 practice. It has been found more simple to measure them by 
 arcs of a circle, on account of the facility with which arcs can 
 be made equal to given arcs, and for various other reasons. At 
 all events, if the measurement of angles by arcs of a circle 
 is in any degree indirect, it is still equally easy to obtain the 
 direct and absolute measure by this method ; since, on 
 comparing the arc which serves as a measure to any an- 
 gle, with the fourth part of the circumference, we find the' 
 ratio of the given angle to a right angle, which is the absolute 
 measure. 
 
 E* 
 
'W^:":. 
 
 54 
 
 GEOMETRY. 
 
 Scholium 2. All that has been demonstrated in the last three 
 propositions, concerning the comparison of angles with arcs, 
 holds true equally, if applied to the comparison of sectors with 
 arcs ; for sectors are not only equal when their angles are so, 
 but are in all respects proportional to their angles ; hence, two 
 sectors ACB, ACD, taken in the same circle, or in equal circles^ 
 are to each other as the arcs AB, AD, the bases of those sectors. 
 It is hence evident that the arcs of the circle, which serve as a 
 measure of the different angles, are proportional to the different 
 sectors, in the same circle, or in equal circles. 
 
 PROPOSITION XVIII. THEOREM. 
 
 An inscribed angle is measui^ed by half the arc included between 
 
 its sides. 
 
 Let BAD be an inscribed angle, and let 
 us first suppose that the centre of the cir- 
 cle lies within the angle BAD. Draw the 
 diameter AE, and the radii CB, CD. 
 
 The angle BCE, being exterior to the 
 triangle ABC, is equal to the sum of the 
 two interior angles CAB, ABC (Book I. 
 Prop. XXV. Cor. 6.) : but the triangle BAC 
 being isosceles, the angle CAB is equal to 
 ABC ; hence the angle BCE is double of BAC. Since BCE lies 
 at the centre, it is measured by the arc BE ; hence BAC will be 
 measured by the half of BE. For a like reason, the angle CAD 
 will be measured by the half of ED; hence BAC + CAD, or BAD 
 will be measured by half of BE + ED, or of BED. 
 
 Suppose, in the second place, that the 
 centre C lies without the angle BAD. Then 
 drawing the diameter AE, the angle BAE 
 will be measured by the half of BE ; the 
 angle DAE by the half of DE : hence their 
 difference BAD will be measured by the 
 half of BE minus the half of ED, or by the 
 half of BD. 
 
 Hence every inscribed angle is measured 
 bv half of the arc included between its sides. 
 
BOOK III. 
 
 55 
 
 Cor. 1. All the angles BAG, BDC, 
 BEC, inscribed in the same segment are 
 equal ; because they are all measured by 
 the half of the same arc BOC. 
 
 Cor. 2. Every angle BAD, inscribed in a 
 semicircle is aright angle ; because it is mea- 
 sured by half the semicircumference BOD, 
 that is, by the fourth part of the whole cir- 
 cumference. 
 
 Cor. 3. Every angle BAG, inscribed in a 
 segment greater than a semicircle, is an acute 
 angle ; for it is measured by half of the arc 
 BOC, less than a semicircumference. 
 
 And every angle BOG, inscribed in a 
 segment less than a semicircle, is an obtuse 
 angle ; for it is measuf ed by half of the arc ^ 
 BAG, greater than a semicircumference. 
 
 Cor. 4. The opposite angles A and G, of 
 aa inscribed quadrilateral ABGD, are to- 
 gether equal to tvv^o right angles : for the an- 
 gle BAD is measured by half the arc BGD, 
 the angle BGD is measured by half the arc 
 BAD ; hence the tvro angles BAD, BGD, ta- 
 ken together, are measured by the half of the 
 circumference ; hence their sum is equal to two right angles. 
 
 PROPOSITION XIX. THEOREM. 
 
 The angle formed by two chords, which intersect each other, is 
 measured by half the sum of the arcs included between its sides 
 
56 
 
 GEOMETRY. 
 
 Let AB, CD, be two chords intersecting 
 each other at E : then will the angle 
 AEC, or DEB, be measured by half of 
 AC + DB. 
 
 Draw AF parallel to DC : then will 
 the arc DF be equal to AC (Prop. X.) ; 
 and the angle FAB equal to the angle 
 DEB (Book I. Prop. XX. Cor. 3.). But 
 the angle FAB is measured by half the 
 arc FDB (Prop. XVIII.); therefore, DEB 
 is measured by half of FDB ; that is, by half of DB + DF, or 
 half of DB + AC. In the same manner it might be proved that 
 the angle AED is measured by half of AFD + BC. 
 
 PROPOSITION XX. THEOREM. 
 
 The angle formed hy two secants, is measured by half the diffe- 
 i^ence of the arcs included between its sides. 
 
 Let AB, AC, be two secants : then 
 will the angle BAC be measured by 
 half the difference of the arcs BEC 
 and DF. 
 
 Draw DE parallel to AC : then will 
 the arc EC be equal to DF, and the 
 angle BDE equal to the angle BAC. 
 But BDE is measured by half the arc 
 BE ; hence, BAC is also measured by 
 half the arc BE ; that is, by half the 
 difference of BEC and EC, or half the 
 difference of BEC and DF. 
 
 PROPOSITION XXI. THEOREM. 
 
 The angle formed by a tangent and a chord, is measured by half 
 of the arc included between its sides. 
 
BOOK III. 
 
 57 
 
 Let BE be the tangent, and AC the chord. 
 
 From A, the point of contact, draw the 
 diameter AD. The angle BAD is a right 
 angle (Prop. IX.), and is measured by 
 half the semicircumference AMD ; the 
 angle DAC is measured by the half of 
 DC: hence, BAD + DAC, or PAC, is 
 measured by the half of AMD plus the 
 half of DC, or by half the whole arc 
 AMDC. 
 
 It might be shown, by taking the difference between the an- 
 gles DAE, DAC, that the angle CAE is measured by half the 
 arc AC, included between its sides. 
 
 -«.e@o«N- 
 
 PROBLEMS RELATING TO THE FIRST AND THIRD BOOKS 
 
 PROBLEM I. 
 To divide a given straight line into two equal parts, ' * 
 
 * 
 
 ><* 
 
 Let AB be the given straight line. 
 
 From the points A and B as centres, with 
 a radius greater than the half of AB, describe 
 two arcs cutting each other in D ; the point 
 D will be equally distant from A and B. Find, 
 in like manner, above or beneath the line AB, - 
 a second point E, equally distant from the 
 points A and B ; through the two points D 
 and E, draw the line DE : it will bisect the 
 line AB in C. 
 
 For, the two points D and E, being each equally distant from 
 the extremities A and B, must both lie in the perpendicular 
 raised from the middle of AB (Book I. Prop. XVI. Cor.). But 
 only one straight line can pass through two given points ; hence 
 the line DE must itself be that perpendicular, which divides 
 AB into two equal parts at the point C. 
 
 X^ 
 
59 
 
 GEOMETRY. 
 
 PROBLEM II. 
 
 At^ given pointy in a given straight line, to erect a perpendicu- 
 lar to this line. 
 
 >N> 
 
 ■^ 
 
 Let A be the given point, and BC the 
 given line. 
 
 Take the points B and C at equal dis- 
 tances from A ; then from the points B and 
 C as centres, vi^ith a radius greater than 
 BA, describe two arcs intersecting each 
 other in D ; draw AD : it will be the perpendicular required. 
 
 For, the point D, being equally distant from B and C, must 
 be in the perpendicular raised from the middle of BC (Book I. 
 Prop. XVI.) ; and since two points determine a hne, AD is that 
 perpendicular. 
 
 Scholium, The same construction serves for making a right 
 angle BAD, at a given point A, on a given straight line BC. 
 
 PROBLEM III. 
 
 From a given point, without a straight line, to let fall a perpen- 
 dicular on this line. 
 
 Let Abe the point, and BD the straight 
 line. 
 
 From the point A as a centre, and with 
 a radius sufficiently great, describe an 
 arc cutting the line BD in the two points 
 B and D ; then mark a point E, equally 
 distant from the points B and D, and 
 draw AE : it will be the perpendicular required. 
 
 For, the two points A and E are each equally distant from 
 the points B and D ; hence the line AE is a perpendicular 
 passing through the middle of BD (Book I. Prop. XVL Cor.). 
 
 PROBLEM IV. 
 
 At a point in a given line, to make an angle equal to a given 
 
 angle. 
 
BOOK III. 59 
 
 Let A be the given point, AB the given line, and IKL the 
 given angle. 
 
 From the vertex K, as a cen- t o<^ 
 
 tre, with any radius, describe the ^/^1\ .^-^vv 
 
 arc IL, terminating in the two- ^^ \ ^^^ \ 
 
 sides of the angle. From the '^^^ 1 .A B~ 
 
 point A as a centre, with a dis- 
 tance AB, equal to Kl, describe the indefinite arc BO ; then 
 take a radius equal to the chord LI, with which, from the point 
 B as a centre, describe an arc cutting the indefinite arc BO, in 
 D ; draw KD ; and the angle. DAB will be equal to the given 
 angle K. 
 
 For, the two arcs BD, LI, have equal radii, and equal chords ; 
 hence they are equal (Prop. IV.) ; therefore the angles BAD, 
 IKL, measured by them, are equal. 
 
 PROBLEM V. 
 To divide a given arc, or a given angle, into two equal parts. 
 
 First. Let it be required to divide the 
 arc AEB into two equal parts. From the 
 points A and B, as centres, with the same 
 radius, describe two arcs cutting each other 
 in D ; through the point D and the centre 
 C, draw CD : it will bisect the arc AB in 
 the" point E. 
 
 For, the two points C and D are each 
 equally dptant from the extremities A and ^(^ 
 
 B of the Aord AB ; hence the line CD bi- 
 sects the^hord at right angles (Book I. Prop. XVI. Cor.) ; 
 hence, it bisects the arc AB in the point E (Prop. VI.). 
 
 Secondly. Let it be required to divide the angle ACB into 
 two equal parts. We begin by describing, from the vertex C 
 as a centre, the arc AEB ; w^iich is then bisected as above. It 
 is plain that the line CD will divide the angle ACB into two 
 equal parts. 
 
 Scholium. By the same construction, each of the halves 
 AE, EB, may be divided into two equal parts ; and thus, by 
 successive subdivisions, a given angle, or a given arc may 
 be divided into four equal parts, into eight, into sixteen, 
 and so on. 
 
ao 
 
 GEOMETRY. 
 
 PROBLEM VI. 
 
 Through a given point, to draw a parallel to a given straight 
 
 line. 
 
 Let A be the given point, and BC |;^ -p^ 
 
 the given hne. JS 
 
 From the point A as a centre, with 
 a radius greater than the shortest dis- 
 tance from A to BC, describe the in- Jl i>I 
 definite arc EO ; from the point E as O 
 a centre, with the same radius, describe the arc AF ; make 
 ED— AF, and draw AD : this will be the parallel required. 
 
 For, drawing AE, the alternate angles AEF, EAD, are evi- 
 dently equal ; therefore, the lines AD, EF, are parallel (Book 1. 
 Prop. XIX. Cor. 1.). 
 
 PROBLEM VIL 
 
 Two angles of a triangle being given, to find the third, 
 
 Dr^wthe indefinite line DEF; 
 at any point as E, make the an- 
 gle DEC equal to one of the 
 given angles, and the angle 
 CEH equal to the other : the 
 remaining angle HEF will be 
 the third angle required ; be- 
 cause those three angles are 
 together equal to two right angles (Book I. Prop. I. 
 XXV). 
 
 and 
 
 PROBLEM VIII. 
 
 Two sides of a triangle, and the angle which they contain, being 
 given, to describe the triangle, 
 
 Ltt the lines B and C be equal to 
 the given sides, and A the given an- 
 
 Having drawn the indefinite line 
 DE, at the point D, make the angle _ 
 EDF equal to the given angle A ; ^ ^ 
 then take DG=B, DH=C, and draw GH ; DGH will be the 
 triangle required (Book I. Prop. V.). 
 
BOOK III. 
 
 01 
 
 PROBLEM IX. 
 
 A side and two angles of a triangle being given, to describe the 
 
 triangle. 
 
 The two angles will either be both ad- 
 jacent to the given side, or the one adja- 
 cent, and the other opposite : in the lat- 
 ter case, find the third angle (Prob. 
 VII.) ; and the two adjacent angles will 
 thus be known : draw the straight line 
 DE equal to the given side : at the point D, make an angle 
 EDF equal to one of the adjacent angles, and at E, an angle 
 DEG equal to the other ; the two lines DF, EG, will cut each 
 other in H ; and DEH will be the triangle required (Book I. 
 Prop. VI.). 
 
 PROBLEM X. 
 
 The three sides of a triangle being given, to describe the triangle. 
 
 Let A, B, and C, be the sides. 
 
 Draw DE equal to the side A : 
 from the point E as a centre, with 
 a radius equal to the second side B, 
 describe an arc ; from D as a cen- 
 tre, with a radius equal to the third 
 side C, describe another arc inter- 
 secting the former in F ; draw DF, 
 EF ; and DEF will be the triangle 
 required (Book I. Prop. X.). 
 
 Scholium. If one of the sides were greater than the sum of 
 the other two, the arcs would not intersect each other : but the 
 solution will always be possible, when the sum of two sides, any 
 how taken, is greater than the third. 
 
 
 F 
 
GEOMETRY. 
 
 PROBLEM XI. 
 
 Two sides of a triangle^ and the angle opposite one of them, being 
 given, to describe the triangle. 
 
 Let A and B be the given sides, and C the given angle. 
 There are two cases. 
 
 First. When the angle C is a right 
 angle, or when it is obtuse, make 
 the angle EDF=C; take DE=A ; 
 from the point E as a centre, 
 with a radius equal to the given 
 side B, describe an arc cutting DF 
 in F; draw EF : then DEF will be 
 the triangle required. 
 
 In this first case, the side B must 
 be greater than A ; for the angle C, 
 being a right angle, or an obtuse an- 
 gle, is the greatest angle of the tri- 
 angle, and the side opposite to it must, therefore, also be the 
 greatest (Book I. Prop. XIIL). 
 
 Ai- 
 
 Secondly, If the angle C is 
 acute, and B greater than A, the 
 ^ame construction will again ap- 
 ply, and DEF will be the triangle 
 required. 
 
 But if the angle C is acute, and 
 the side B less than A, then the 
 arc described from the centre E, 
 with the radius EF=B, will cut 
 the side DF in two points F and 
 G, lying on the same side of D : 
 hence there will be two triangles 
 DEF, DEG, either of which will 
 satisfy the conditions of the pro- 
 blem. 
 
 Bh 
 
 SchoUum, If the arc described with E as a centre, should 
 be tangent to the line DG, the triangle would be right angled, 
 and there would be but one solution. The problem would be 
 impossible in all cases,. if the side B were less than the perpen- 
 dicular let fall from E on the line DF, 
 
BOOK III. 6B 
 
 PROBLEM XII. 
 
 T/ie adjacent sides of a parallelogram, with the angle which they 
 contain, being given, to describe the parallelogram. 
 
 Let A and B be the given sides, and C the given angle. 
 
 Drav^rthe hne DE=A; at i\vi 
 point D, make the angle EDF— 
 C ; take DF=B ; describe two 
 arcs, the one from F as a cen- 
 tre, with a radius FG=DE, the 
 
 L 
 
 other from E as a centre, with 
 
 a radius EG=DF; to the point Ai — i 
 
 G, where these arcs intersect b i 1 
 
 each other, draw FG, EG ; 
 
 DEGF will be the parallelogram required. 
 
 For, the opposite sides are equal, by construction ; hence the 
 figure is a parallelogram (Book I. Prop. XXIX.) : and it is 
 formed with the given sides and the given angle. 
 
 Cor, If the given angle is a right angle, the figure will be 
 a rectangle ; if, in addition to this, the sides are equal, it will 
 be a square. 
 
 PROBLEM Xin. 
 
 To find the centre of a given circle or arc. 
 
 Take three points. A, B, C, any- 
 where in the circumference, or the 
 arc; drawAB,BC, or suppose them 
 to be drawn ; bisect those two lines 
 by the perpendiculars DE, FG : 
 the point O, where these perpen- 
 diculars meet, will be the centre 
 sought (Prop. VI. Sch.). 
 
 Scholium. The same construc- 
 tion sei-ves for making a circum- 
 ference pass through three given points A, B, C ; and also for 
 describing a circumference, in which, a given triangle ABC 
 shall be inscribed. 
 
CA 
 
 GEOMETRY. 
 
 PROBLEM XIV. 
 Through a given pointy to draw a tangent to a given circle. 
 
 If the given point A lies in the circum- 
 ference, draw the radius CA, and erect 
 AD perpendicular to it : AD will be the 
 tangent required (Prop. IX.). 
 
 If the point A lies without the circle, 
 join A and the centre, by the straight 
 line CA : bisect CA in O ; from O as a 
 centre, with the radius OC, describe a 
 circumference intersecting the given cir- 
 cumference in B ; draw AB : this will be 
 the tangent required. 
 
 For, drawing CB, the angle CBA be- 
 ing inscribed in a semicircle is a right 
 angle (Prop. XVIII. Cor. 2.) ; therefore 
 AB is a perpendicular at the extremity 
 of the radius CB ; therefore it is a tan- 
 gent. 
 
 Scholium. When the point A lies without the circle, there 
 w^ill evidently be always two equal tangents AB, AD, passing 
 through the point A : they are equal, because the right angled 
 triangles CBA, CDA, have the hypothenuse CA common, and 
 the side CB = CD; hence they are equal (Book I. Prop. XVII.); 
 hence AD is equal to AB, and also the angle CAD to CAB. 
 And as there can be but one line bisecting the angle BAC, it 
 follows, that the line which bisects the angle formed by two 
 tangents, must pass through the centre of the circle. 
 
 PROBLEM XV. 
 
 To inscribe a circle in a. given triangle. 
 
 Let ABC be the given triangle. 
 
 Bisect the angles A and B, by 
 the lines AO and BO, meeting in 
 the point O ; from the point O, 
 let fall the perpendiculars OD, 
 OE, OF, on the three sides of the 
 triangle: these perpendiculars will 
 all be equal. For, by construe- 
 
BOOK III. 65 
 
 lion, we have the angle DAO=OAF, the right angle ADO= 
 AFO ; hence the third angle AOD is equal to the third AOF 
 (Book I. Prop. XXV. Cor. 2.). Moreover, the side AO is com- 
 mon to the tvi^o triangles AOD, AOF ; and the angles adjacent 
 to the equal side are equal : hence the triangles themselves are 
 equal (Book I. Prop. VI.) ; and DO is equal to OF. In the same 
 manner it may be shown that the two triangles BOD, BOE, 
 are equal ; therefore OD is equal to OE ; therefore the three 
 perpendiculars OD, OE, OF, are all equal. 
 
 Now, if from the point O as a centre, with the radius OD, 
 a circle be described, this circle will evidently be inscribed in 
 the triangle ABC ; for the side AB, being perpendicular to the 
 radius at its extremity, is a tangent ; and the same thing is true 
 of the sides BC, AC, 
 
 Scholium. The three lines which bisect the angles of a tri- 
 angle meet in the same point. 
 
 PROBLEM XVI. 
 
 On a given straight line to describe a segment that shall contain 
 a given angle ; that is to say, a segment such, that all the an- 
 gles inscribed in it, shall be equal to the given angle. 
 
 Let AB be the given straight line, and C the given angle. 
 
 Produce AB towards D ; at the point B, make the angle 
 DBE=C; draw BO perpendicular to BE, and GO perpen- 
 dicular to AB, through the middle point G ; and from the point 
 O, where these perpendiculars meet, as a centre, with a dis- 
 tance OB, describe a circle : the required segment will be 
 AMB. 
 
 For, since BF is a perpendicular at the extremity of the 
 radius OB, it is a tangent, and the angle ABF is measured by 
 half the arc AKB (Prop. XXL). Also, the angle AMB, being 
 an inscribed angle, is measured by half the arc AKB : hence 
 we have AMB=ABF=:EBD=C : hence all the angles in- 
 scribed in the segment AMB are equal to the given angle C. 
 
 F* 
 
66 GEOMETRY. 
 
 Scholium. If the given angle were a right angle, the required 
 segment would be a semicircle, described on AB as a diameter. 
 
 PROBLEM XVII. 
 
 To find the numerical ratio of two given straight lineSy these lines 
 being supposed to have a common measure. 
 
 Let AB and CD be the given lines. A C 
 
 From the greater AB cut off a part equal to the less 
 CD, as many times as possible ; for example, twice, 
 with the remainder BE. 
 
 From the line CD, cut off a part equal to the re- 
 mainder BE, as many times as possible ; once, for ex- 
 ample, with the remainder DF. 
 
 From the first remainder BE, cut off a part equal to 
 the second DF, as many times as possible ; once, for 
 example, with the remainder BG. 
 
 From the second remainder DF, cut off a part equal \.q. 
 to BG the third, as many times as possible. 
 
 Continue this process, till a remainder occurs, which ^ 
 is contained exactly a certain number of times in the preced- 
 ing one. 
 
 Then this last remainder will be the common measure of the 
 proposed lines ; and regarding it as unity, we shall easily find 
 the values of the preceding remainders ; and at last, those of 
 the two proposed lines, and hence their ratio in numbers. 
 
 Suppose, for instance, we find GB to be contained exactly 
 twice in FD ; BG w^ill be the common measure of the two pro- 
 posed lines. Put BG=1 ; we shall have FD = 2 : but EB con- 
 tains FD once, plus GB ; therefore we have EB = 3 : CD con- 
 tains EB once, plus FD ; therefore we have CD=:5 : and, 
 lastly, AB contains CD twice, plus EB ; therefore we have 
 AB = 13 ; hence the ratio of the hues is that of 13 to 5. If the 
 line CD were taken for unity, the line AB would be ^^ ; if AB 
 were taken for unity, CD would be ^3. 
 
 Scholium, The method just explained is the same as that 
 employed in arithmetic to find the common divisor of two num- 
 bers ; it has no need, therefore, of any other demonstration. 
 
 How far soever the operation be continued, it is possible 
 that no remainder may ever be found, which shall be contained 
 an exact number of times in the preceding one. When this 
 happens, the two lines have no common measure, and are said 
 to be int)ommensurable. An instance of this will be seen after- 
 
BOOK III. C7 
 
 wards, in the ratio of the diagonal to the side of the squaro. 
 In those cases, therefore, the exact ratio in numbers cannot be 
 found ; but, by neglecting the last remainder, an approximate 
 ratio will be obtained, more or less correct, according as the 
 operation has been continued a greater or less number of times. 
 
 PROBLEM XVIII. 
 
 Two angles being given, to find their common measure, if they 
 have one, and by means of it, their ratio in numbers. 
 
 Let A and B be the given an- 
 gles. 
 
 With equal radii describe the 
 arcs CD, EF, to serve as mea- 
 sures for the angles : proceed 
 afterwards in the comparison of 
 the arcs CD, EF, as in the last 
 
 problem, since an arc may be cut off from an arc of the same 
 radius, as a straight line from a straight line. We shall thus 
 arrive at the common measure of the arcs CD, EF, if they have 
 one, and thereby at their ratio in numbers. This ratio will be 
 the same as that of the given angles (Prop. XVII.) ; and if DO 
 is the common measure of the arcs, DAO will be that of the 
 angles. 
 
 Scholium. According to this method, the absolute value of 
 an angle may be found by comparing the arc which measures 
 it to the whole circumference. If the arc CD, for example, is 
 to the circumference, as 3 is to 25, the angle A will be /^ of four 
 right angles, or if of one right angle. 
 
 It may also happen, that the arcs compared have no com- 
 mon measure ; in which case, the numerical ratios of the angles 
 will only be found approximatively with more or less correct- 
 ness, according as the operation has been continued a greater 
 or less number of times. 
 
68 
 
 GEOMETRY. 
 
 %■ 
 
 BOOK IV. 
 
 OF THE PROPORTIONS OF FIGURES, AND THE MEASUREMI>i>{T 
 OF AREAS. 
 
 Definitions, 
 
 1. Similar figures are those which have the angles of the one 
 equal to the angles of the other, each to each, and the sides 
 about the equal angles proportional. 
 
 2. Any two sides, or any two angles, which have like po- 
 sitions in two similar figures, are called homologous sides or 
 angles. 
 
 3. In two different circles, similar arcs, sectors, or segments, 
 are those which correspond to equal angles at the centre. 
 
 Thus, if the angles A and O are equal, 
 the arc BC will be similar to DE, the 
 sector BAG to the sector DOE, and the 
 segment whose chord is BC, to the seg- 
 ment whose chord is DE. 
 
 4. The base of any rectilineal figure, is the side on which 
 the figure is supposed to stand. 
 
 5. The altitude of a triangle is the per- a. 
 pendicular let fall from the vertex of an 
 angle on the opposite side, taken as a 
 base. Thus, AD is the altitude of the 
 triangle BAG 
 
 6. The altitude of a parallelogram is the 
 perpendicular which measures the distance 
 between two opposite sides taken as bases. 
 Thus, EF is the altitude of the parallelo- 
 gram DB. 
 
 7. The altitude of a trapezoid is the per- 
 pendicular drawn between its two parallel 
 sides. Thus, EF is the altitude of the trape- 
 zoid DB. 
 
 DEC 
 
 
 8. The area and surface of a figure, are terms very nearly 
 synonymous. The area designates more particularly the super- 
 ficial content of the figure. The area is expressed numeri- 
 
BOOK IV. 69 
 
 cally by the number of times wm'ch the figure contains some 
 other area, that is assumed for its measuring unit. 
 
 9. Figures have equal areas, when they contain the same 
 measuring unit an equal number of times. 
 
 10. Figures which have equal areas are called equivalent. 
 The term equal, when applied to figures, designates those which 
 are equal in every respect, and which being applied to each 
 other will coincide in all their parts (Ax. 13.) : the term equi- 
 valent implies an equality in one respect only : namely, an 
 equality between the measures of figures. 
 
 We may here premise, that several of the demonstrations 
 are grounded on some of the simpler operations of algebra, 
 which are themselves dependent on admitted axioms. Thus, 
 if we have A=B + C, and if each member is multiplied by the 
 same quantity M, we may infer that AxM=BxM + CxM; 
 in like manner, if we have, A =6 + C, and D— E — C, and if the 
 equal quantities are added together, then expunging the +C 
 and — C, which destroy each other, we infer that A + D=B + 
 E, and so of others. All this is evident enough (Jf itself; but 
 in cases of difficulty, it will be useful to consult some agebrai- 
 cal treatise, and thus to combine the study of the two sciences. 
 
 PROPOSITION I. THEOREM. 
 
 Parallelograms which have equal bases and equal altitudes^ are 
 equivalent. 
 
 Let AB be the common base of-j) cp EDPCE 
 the two parallelograms ABCD, V S/' 
 ABEF : and since they are sup- \ 
 posed to have the same altitude, \ 
 their upper bases DC, FE, will be A B A B 
 
 both situated in one straight line parallel to AB. 
 
 Now, from the nature of parallelograms, we have AD— BC, 
 and AF=BE; for the same reason, we have DC=:AB, and 
 FE=AB ; hence DC=rFE : hence, if DC and FE be taken 
 away from the same line DE, the remainders CE and DF will 
 be equal : hence it follows that the triangles DAF, CBE, are 
 mutually eqilateral, and consequently eqiial (Book I. Prop. X.). 
 
 But if from the quadrilateral ABED, we take away the tri- 
 angle ADF, there will remain the parallelogram ABEF ; and 
 if from the same quadrilateral ABED, we take away the equal 
 triangle CBE, there will remain the parallelogram ABCD. 
 
70 GEOMETRY. 
 
 Hence these two parallelograms ABCD, ABEF, which have 
 the same base and altitude, are equivalent 
 
 Cor, Every parallelogram is equivalent to the rectangle 
 which has the same base and the same altitude. 
 
 PROPOSITION II. THEOREM. 
 
 Evejy triangle is half the parallelogram which has the same base 
 and the same altitude. 
 
 Let ABCD be a parallelo- 
 gram, and ABE a triangle, 
 having the same base AB, 
 and the same altitude : then 
 will the triangle be half the 
 parallelogram. FA B 
 
 For, since the triangle and the parallelogram have the same 
 altitude, the vertex E of the triangle, will be in the line EC, par- 
 allel to the base AB. Produce BA, and from E draw EF 
 parallel to AD. The triangle FBE is half the parallelogram 
 FC, and the triangle FAE half the parallelogram FD (Book I. 
 Prop. XXVIII. Cor.). 
 
 Now, if from the parallelogram FC, there be taken the par- 
 allelogram FD, there will remain the parallelogram AC : and 
 if from the triangle FBE, which is half the first parallelogram, 
 there be taken the triangle FAE, half the second, there will re- 
 main the triangle ABE, equal to half the parallelogram AC. 
 
 Cor 1 . Hence a triangle ABE is half of the rectangle ABGH, 
 which has the same base AB, and the same altitude AH : for 
 the rectangle ABGH is equivalent to the parallelogram ABCD 
 (Prop. I. Cor.). 
 
 Cor. 2. All triangles, which have equal bases and altitudes, 
 are equivalent, being halves of equivalent parallelograms. 
 
 PROPOSITION III. THEOREM. 
 
 Two rectangles having the same altitude^ are to each other as their 
 
 bases. 
 
BOOK IV. 
 
 71 
 
 D 
 
 1? 
 
 ( 
 
 1 
 J 
 
 
 i i 
 
 1, 
 
 
 = 
 
 
 
 A 
 
 E 
 
 B 
 
 Let ABCD, AEFD, be two rectan- 
 gles having the common altitude AD : 
 they are to each other as their bases 
 AB, AE. 
 
 Suppose, first, that the bases are 
 commensurable, and are to each other, 
 
 for example, as the numbers 7 and 4. If AB be divided into 7 
 equal parts, AE will contain 4 of those parts : at each point of 
 division erect a perpendicular to the base ; seven partial rect- 
 angles will thus be formed, all equal to each other, because all 
 have the same base and altitude. The rectangle ABCD will 
 :iontain seven partial rectangles, while AEFD will contain four: 
 hence the rectangle ABCD is to AEFD as 7 is to 4, or as AB 
 is to AE. The same reasoning may be applied to any other 
 ratio equally with that of 7 to 4 : hence, whatever be that ratio, 
 if its terms be commensurable, we shall have 
 
 ABCD : AEFD : : AB : AE. 
 
 Suppose, in the second place, that the bases 
 AB, AE, are incommensurable : it is to be 
 shown that we shall still have 
 
 ABCD : AEFD : : AB : AE. 
 
 For if not, the first three terms continuing 
 the same, the fourth must be greater or less 
 than AE. Suppose it to be greater, and that we have 
 
 ABCD : AEFD : : AB : AO. 
 
 Divide the line AB into equal parts, each less than EO. 
 There will be at least one point I of division between E and 
 O : from this point draw IK perpendicular to AI : the bases 
 AB, AI, will be commensurable, and thus, from what is proved 
 above, we shall have 
 
 ABCD : AIKD : : AB : AI. 
 
 But by hypothesis we have 
 
 ABCD : AEFD : : AB : AO. 
 
 In these two proportions the antecedents are equal ; hence 
 the consequents are proportional (Book II. Prop. IV.) ; and 
 we find 
 
 AIKD : AEFD : : AI : AO. 
 
 But AO is greater than AI ; hence, if this proportion is cor- 
 rect, the rectangle AEFD must be greater than AIKD : on 
 the contrary, however, it is less ; hence the proportion is im- 
 possible ; therefore ABCD cannot be to AEFD, as AB is to a 
 line greater than AE. 
 
 EIOB 
 
72 GEOMETRY. 
 
 Exactly in the same manner, it may be shown that the fourth 
 term of the proportion cannot be less than AE ; therefore it is 
 equal to AE. 
 
 Hence, whatever be the ratio of the bases, two rectangles 
 ABCD, AEFD, of the same altitude, are to each other as their 
 bases AB, AE. 
 
 PROPOSITION IV. THEOREM. 
 
 Any two rectangles are to each other as the products of their bases 
 multiplied by their altitudes. 
 
 Let ABCD, AEGF, be two rectangles ; then will the rect- 
 angle, 
 
 ABCD : AEGF : : AB.AD : AF.AE. 
 
 Having placed the two rectangles, if ^ "D 
 
 so that the angles at A are vertical, 
 produce the sides GE, CD, till they 
 
 B 
 
 meet in H. The two rectangles ^ 
 ABCD, AEHD, having the same al- 
 titude AD, are to each other as their q 
 bases AB, AE : in like manner the 
 two rectangles AEHD, AEGF, having the same altitude AE, 
 are to each other as their bases AD, AF : thus we have the 
 two proportions, 
 
 ABCD : AEHD : : AB : AE, 
 AEHD: AEGF : : AD : AF. 
 
 Multiplying the corresponding terms of these proportions 
 together, and observing that the term AEHD may be omit- 
 ted, since it is a multiplier of both the antecedent and the con- 
 sequent, we shall have 
 
 ABCD : AEGF : : ABxAD : AExAF. 
 
 Scholium. Hence the product of the base by the altitude may 
 be assumed as the measure of a rectangle, provided we under- 
 stand by this product, the product of two numbers, one of 
 which is the number of linear units contained in the base, the 
 other the number of linear units contained in the altitude. This 
 product will give the number of superficial units in the surface ; 
 because, for one unit in height, there are as many superficial 
 units as there are linear units in the base ; for two units in 
 height twice as many ; for three units in height, three times as 
 many, &c. 
 
 Still this measure is not absolute, but relative : it supposes 
 
BOOK IV 
 
 7a 
 
 that the area of any other rectangle is computed m a similar 
 manner, by measuring its sides with the same linear unit ; a 
 second product is thus obtained, and the ratio of the two pro- 
 ducts is the same as that of the rectangles, agreeably to the 
 proposition just demonstrated. 
 
 For example, if the base of the rectangle A contains three 
 units, and its altitude ten, that rectangle will be represented 
 by the number 3x 10, or 30, a number which signifies nothing 
 while thus isolated ; but if there is a second rectangle B, the 
 base of which contains twelve units, and the altitude seven, this 
 second rectangle will be represented by the number 12x7 = 
 84 ; and we shall hence be entitled to Conclude that the two 
 rectangles are to each other as 30 is to 84 ; and therefore, if 
 the rectangle A were to be assumed as the unit of measurement 
 in surfaces, the rectangle B would then have |4 for its absolute 
 measure, in other words, it would be equal to ^^ of a super- 
 ficial unit. 
 
 It is more common and more 
 simple, to assume the square as 
 the unit of surface ; and to se- 
 lect that square, whose side is 
 the unit of length. In this case 
 the measurement which we have 
 
 regarded merely as relative, becomes absolute : the number 30, 
 for instance, by which the rectangle A was measured, now 
 represents 30 superficial units, or 30 of those squares, which 
 have each of their sides equal to unity, as the diagram exhibits. 
 
 In geometry the product of two lines frequently means the 
 same thing as their rectangle, and this expression has passed 
 into arithmetic, where it serves to designate the product of two 
 unequal numbers, the expression square being employed to 
 designate the product of a number multiplied by itself. 
 
 The arithmetical squares of 1, 2, 3, 
 &c. are 1, 4, 9, &c. So likewise, the 
 geometrical square constructed on a 
 double line is evidently four times 
 greater than the square on a single one ; 
 on a triple fine it is nine times great- 
 er, i&c. 
 
 A 
 
 
 >^ Of 
 
74 GEOMETRY. 
 
 PROPOSITION V. THEOREM. 
 
 The area of any parallelogram is equal to the product of its base 
 by its altitude. 
 
 For, the parallelogram ABCD is equivalent 3? j) 
 to the rectangle ABEF, which has the same 
 base AB, and the same altitude BE (Prop. I. 
 Cor.) : but this rectangle is measured by AB 
 xBE (Prop. IV. Sch.); therefore, ABxBE 
 is equal to the area of the parallelogram ABCD. 
 
 Cor. Parallelograms of the same base are to each other as 
 their altitudes ; and parallelograms of the same altitude are to 
 each other as their bases : for, let B be the common base, and 
 C and D the altitudes of two parallelograms : 
 
 then, BxC:BxD::C:D, (Book II. Prop. VII.) 
 
 And if A and B be the bases, and C the common altitude, 
 we shall have 
 
 AxC : BxC : : A : B. 
 
 And parallelograms, generally, are to each other as the pro- 
 ducts of their bases and altitudes. 
 
 PROPOSITION VI. THEOREM. 
 
 The area of a triangle is equal to the product of its base by half 
 its altitude. 
 
 For, the triangle ABC is half of the par- 
 allelogram ABCE, which has the same base 
 BC, and the same altitude AD (Prop. II.) ; 
 but the area of the parallelogram is equal to 
 BC X AD (Prop. V.) ; hence that of the trian- 
 gle must be iBC x AD, or BC x ^AD. 
 
 Cor. Two triangles of the same altitude are to each other as 
 their bases, and two triangles of the same base are to each 
 other as their altitudes. And triangles generally, are to each 
 other, as the products of their bases and altitudes. 
 
BOOK iV. 76 
 
 PROPOSITION VII. ' THEOREM. 
 
 The area of a trapezoid is equal to its altitude multiplied by the 
 half sum of its parallel bases. 
 
 Let ABCD be a trapezoid, EF its alti- 
 tude, AB and CD its parallel bases ; then 
 will its area be equal to EFx i(AB + CD). 
 
 Through I, the middle point of the side 
 BC, draw KL parallel to the opposite side 
 AD ; and produce DC till it meets KL. ^ ^ 
 
 In the triangles IBL, ICK, we have the side IB=IC, by 
 construction; the angle LIB = CIK; and since CK and BL 
 are parallel, the angle IBL=ICK (BookL Prop. XX. Cor. 2.); 
 hence the triangles are equal (Book L Prop. VL) ; therefore, 
 the trapezoid ABCD is equivalent to the parallelogram ADKL, 
 and is measured by EF x AL. 
 
 But we have AL=DK ; and since the triangles IBL and 
 KCI are equal, the side BL=CK: hence, AB + CD- AL + 
 DK=2AL ; hence AL is the half sum of the bases AB, CD ; 
 hence the area of the trapezoid ABCD, is equal to the altitude 
 EF multiplied by the half sum of the bases AB, CD, a result 
 
 which is expressed thus: ABCD=EFx^^^— . 
 
 Scholium. If through I, the middle point of BC, the line IH 
 be drawn parallel to the base AB, the point H will also be the 
 middle of AD. For, since the figure AHIL is a parallelogram, 
 as also DHIK, their opposite sides being parallel, we have 
 AH=IL, and DII=IK; but since the triangles BIL, CIK, are 
 equal, we already have IL=IK; therefore, AH = DH. 
 
 It may be observed, that the line HI=AL is equal to 
 
 — ; hence the area of the trapezoid may also be ex- 
 
 pressed by EF x HI : it is therefore equal to the altitude of the 
 trapezoid multiplied by the line which connects the middle 
 points of its inclined sides. 
 
76 GEOMETRY. 
 
 PROPOSITION VIII. THEOREM. 
 
 If aline is divided into two parts, the square described on the 
 whole line is equivalent to the sum of the squares described on 
 the parts, together with twice the rectangle contained by the 
 parts. I 
 
 Let AC be the line, and B the point of division ; then, is 
 AC2 or (AB + BC)2=ABHBC2+2ABxBC. 
 
 Construct the square ACDE ; take AF= S H J O 
 AB ; draw FG parallel to AC, and BH par- 
 allel to AE. ^ fi — O 
 
 The square ACDE is made up of four parts ; 
 the first ABIF is the square described on AB, 
 since we made AF=AB : the second IDGH is K B C 
 
 the square described on IG, or BC ; for since we have AC = 
 AE and AB=AF, the difference, AC — AB must be equal to 
 the difference AE — AF, which gives BC=EF ; but IG is equal 
 to BC, and DG to EF, since the lines are parallel ; therefore 
 IGDH is equal to a square described on BC. And those two 
 squares being taken away from the whole square, there re- 
 mains the two rectangles BCGI, EFIH, each of which is mea- 
 sured by AB X BC ; hence the large square is equivalent to the 
 two small squares, together with the two rectangles. 
 
 Cor. If the line AC were divided into two equal parts, the 
 two rectangles EI, IC, would become squares, and the square 
 described on the whole line would be equivalent to four times 
 the square described on half the line. 
 
 Scholium. This property is equivalent to the property de- 
 monstrated in algebra, in obtaining the square of a binominal ; 
 which is expressed thus : 
 
 (a-Vbf=a^-V2abVh\ 
 
 PROPOSITION IX. THEOREM. 
 
 The square described on the difference oftwe lines, is equivalent 
 to the sum of the squares described on the Jhe^, r^inus twice 
 the rectangle contained by the lines. 
 
BOOK IV. 
 
 77 
 
 B. 
 
 Let AB and BC be two lines, AC their difference ; then is 
 AC^, or (AE— BC)2=AB2+BC2— 2ABxBC. 
 
 Describe the square ABIF ; take AE Xi ] ? G- I 
 
 = AC ; draw CG parallel to to BI, HK 
 parallel to AB, and complete the square 
 £FLK. 
 
 The two rectangles CBIG, GLKD, 
 arc each measured by AB x BC ; take 
 
 them away from the whole figure ^ 
 
 ABILKEA, which is equivalent to ^ ^ 
 
 AB^-f BC^ and there will evidently remain the square ACDE; 
 hence the theorem is true. 
 
 Scholium, This proposition is equivalent to the algebraicai 
 formula, (a—by=ar-~-2ab+b\ 
 
 G I 
 
 PROPOSITION X. THEOREM. 
 
 The rectangle contained by the sum and the difference of two 
 lines, is equivalent to the difference of the squares of those 
 lines. 
 
 Let AB, BC, be two lines ; then, will 
 
 (AB+BC) X (AB— BC)=AB2— BC2. 
 
 On AB and AC, describe the squares n 
 ABIF, ACDE ; produce AB till the pro- 
 duced part BK is equal to BC ; and p, 
 complete the rectangle AKLE. 
 
 The base AK of the rectangle EK, 
 is the sum of the two lines AB, BC ; its 
 altitude AE is the difference of the 
 same lines ; therefore the rectangle j 
 AKLE is equal to (AB + BC) x (AB— 
 BC). But this rectangle is composed of the two parts ABHE 
 + BHLK ; and the part BHLK is equal to the rectangle EDGP, 
 because BH is equal to DE, and BK to EF ; hence AKLE is 
 equal to ABHE + EDGF. These two parts make up the square 
 ABIF minus the square DHIG, which latter is equal to a 
 square described on BC : hence wo have 
 
 (AB+BC) X (AB— BC)=AB2— BC2 
 
 Scholium. This proposition is equivalent to the algebraical 
 formula, (a+6) x (a — b)=a^ — b^. 
 
 
 
 H 
 
 D 
 
 
 
 C B K 
 
 G* 
 
78 
 
 GEOMETRY. 
 
 PROPOSITION XI. THEOREM 
 
 The square described on the hypothenuse of a right angled tr> - 
 angle is equivalent to the sum of the squares described on th4 
 other two sides. 
 
 Let the triangle ABC be right 
 angled at A. Having described 
 squares on the three sides, let 
 fall from A, on the hypothenuse, 
 the perpendicular AD, which 
 produce to E; and draw the 
 diagonals AF, CH. 
 
 The angle ABF is made up 
 of the angle ABC, together with 
 the right angle CBF ; the angle 
 CBH is made up of the same 
 angle ABC, together with the 
 right angle ABH ; hence the - ^ e 
 
 angle ABF is equal to HBC. But we have AB 
 sides of the same square ; and BF==BC, for the same reason 
 therefore the triangles ABF, HBC, have two sides and the in- 
 cluded angle in each equal ; therefore they are themselves 
 equal (Book I. Prop. V.). 
 
 The triangle ABF is half of the rectangle BE, because they 
 have the same base BF, and the same altitude BD (Prop. II. 
 Cor. 1.). The triangle HBC is in like manner half of the 
 square AH : for the angles BAC, BAL, being both right angles, 
 AC and AL form one and the same straight line parallel to 
 HB (Book I. Prop. HI.) ; and consequently the triangle HBC, 
 and the square AH, which have the common base BH, have 
 also the common altitude AB ; hence the triangle is half of the 
 square. 
 
 The triangle ABF has already been proved equal to the tri- 
 
 BH, being 
 
 angle HBC ; 
 
 hence the rectangle BDEF, which is double of 
 
 the triangle ABF, must be equivalent to the square AH, which 
 is double of the triangle HBC. In the same manner it may be 
 proved, that the rectangle^ CDEG is equivalent to the square 
 AI. But the two rectangles BDEF, CDEG, taken together, 
 make up the square BCGF : therefore the square BCGF, de- 
 scribed on the hypothenuse, is equivalent to the sum of tht 
 squares ABHL, ACIK, described on the two other sides ; is 
 other words, BC^^ABHAG^. 
 
BOOK IV. 
 
 79 
 
 Co7\ 1. Hence the square of one of the sides of a right an- 
 gled triangle is equivalent to the square of the hypothenuse 
 diminished by the square of the other side ; which is Lius ex- 
 pressed : AB2=BC2— AC2. 
 
 Cor. 2. It has just been shown that the square AH is equi- 
 valent to the rectangle BDEF ; but by reason of the common 
 altitude BF. the square BCGF is to the rectangle BDEF as the 
 base BC is to the base BD ; therefore we have 
 BC2 : AB2 : : BC : BD. 
 
 Hence the square of the hypothenuse is to the square of one of 
 the sides about the right angle, as the hypothenuse is to the seg- 
 ment adjacent to that side. The word segment here denotes 
 that part of the hypothenuse, which is cut off by the perpen- 
 dicular let fall from the right angle : thus BD is the segment 
 adjacent to the side AB ; and DC is the segment adjacent to 
 the side AC. We might have, in like manner, 
 
 BC2 : AC2 : : BC : CD. 
 
 Cor. 3. The rectangles BDEF, DCGE, having likewise the 
 same altitude, are to each other as their bases BD, CD. But 
 these rectangles are equivalent to the squares AH, AI ; there- 
 fore we have AB^ : AC^ : : BD : DC. 
 
 Hence the squares of the two sides containing the right angle, 
 are to each other as the segments of the hypothenuse which lie 
 adjacent to those sides. ' 
 
 Cor. 4. Let ABCD be a square, and AC its 
 diagonal : the triangle ABC being right an- 
 gled and isosceles, we shall have AC^=AB^+ 
 BC^=2AB^: hence the square described on the 
 diagonal AC, is double of the square described 
 on the side AB. 
 
 This property may be exhibited more plainly, 
 by drawing parallels to BD, through the points A and C, and 
 parallels to AC, through the points B and D. A new square 
 EFGH will thus be formed, equal to the square of AC. Now 
 EFGH evidently contains eight triangles each equal to ABE ; 
 and ABCD contains four such triangles : hence EFGH is 
 double of ABCD. 
 
 Since we have AC^ : AB^ : : 2 : 1 ; by extractmg the 
 square roots, we shall have AC : AB : : \/2 : 1 ; hence, the 
 diagonal of a square is incommensurable with its side ; a pro- 
 perty which will be explained more fully in another place. 
 
80 
 
 GEOMETRY. 
 
 PROPOSITION XII. THEOREM. 
 
 In every triangle, the square of a side opposite an acute angle fa 
 less than the sum of the squares of the other two sides, by twice 
 the rectangle contained by the base and the distance from the 
 acute angle to the foot of the perpendicular let fall from the 
 opposite angle on the base, or on the base produced. 
 
 Let ABC be a triangle, and AD perpendicular to the base 
 CB ; then will AB^^ AC2+ BC^— 2BC x CD. 
 
 There are two cases. 
 
 First. When the perpendicular falls within 
 the triangle ABC, we have BDrrrBC— CD, 
 and consequently BD2=BC2+CD^— 2BC 
 xCD (Prop. IX.). Adding AD^ to each, 
 and observing that the right angled trian- 
 gles ABD, ADC, give ADHBD^^ AB^, and 
 ADHCD2=AC2, we have AB^-BC^^- _ 
 AC^— 2BCxCD. ^ 
 
 Secondly. When the perpendicular AD 
 falls without the triangle ABC, we have BD 
 = CD— BC ; and consequently BD^^CD^-j- 
 BC2— 2CD X BC (Prop. IX.). Adding AD^ 
 to both, we find, as before, AB^^BCHAC^ 
 — 2BCxCD. 
 
 PROPOSITION XIII. THEOREM. 
 
 In every obtuse angled triangle, the square of the side opposite the 
 obtuse angle is greater than the sum of the squares of the other 
 two sides by twice the rectangle contained by the base and the 
 distance from the obtuse angle to the foot of the peipendicular 
 let fall from the opposite angle on the base produced. 
 
 Let ACB be a triangle, C the obtuse angle, and AD perpen- 
 dicular to BC produced ; then will AB2=AC2+BC-+2BCx 
 CD. 
 
 The perpendicular cannot fall within the 
 triangle ; for, if it fell at any point such as 
 E, there would be in the triangle ACE, the 
 right angle E, and the obtuse angle C, which 
 is impossible (Book L Prop. XXV. Cor. 3.) : 
 
BOOK IV. 81 
 
 hence the perpendicular falls without ; and we have BD=BC 
 + CD. From this there results BD^^BCHCDHSBC x CD 
 (Prop. VIII.). Adding AD^ to both, and reducing the sums as 
 in the last theorem, we find AB^^BCH AC-H2BC x CD. 
 
 Scholium. The right angled triangle is the only one in which 
 the squares described on the two sides are together equivalent 
 to the square described on the third ; for if the angle contained 
 by the two sides is acute, the sum of their squares will be 
 greater than the square of the opposite side ; if obtuse, it will 
 be less. 
 
 PROPOSITION XIV. THEOREM. 
 
 In any triangle, if a straight line he drawn from the vertex to the 
 middle of the base, twice the square of this line, together with 
 twice the square of half the base, is equivalent to the sum of the 
 squares of the other two\sides of the triangle. 
 
 Let ABC be any triangle, and AE a line drawn to the mid- 
 dle of the base BC ; then will 
 
 2AEH2BE2=AB2+AC2. 
 On BC, let fa'l the perpendicular ADr A 
 
 Then, by Prop. XII. 
 
 AC^riAEHEC^— SEC x ED. 
 And by Prop. XI 11. 
 
 AB2-AEHEB2+2EB x ED. j^^ ^-^ 
 
 Hence, by adding, and observing that EB and EC are equal, 
 we have 
 
 AB2 + AC2r=2 AE2 + 2EB2. 
 
 Cor. Hence, in every parallelogram the squares of the sides 
 are together equivalent to the squares of the diagonals. 
 
 For the diagonals AC, BD, bisect each q q 
 
 other (Book I. Prop. XXXI.) ; consequently 
 the triangle ABC gives \ ""^^ 
 
 AB^-f BC2z=2AEH 2BE2. 
 
 The triangle ADC gives, in like manner. 
 
 AD2+ DC2-2AE2 ^ 2DE2. 
 Adding the corresponding members together, and observing that 
 BE and DE are equal, we shall have ^ 
 
 AB2+AD2fDC2-fBC2n4AE2+4DE2. >f> 
 
 But 4AE2 is the square of 2AE, or of AC ; ^DW is the square 
 of BD (Prop. VIII. Cor.) : hence the squares of the sides are 
 together equivalent to the squares of the diagonals. 
 
82 
 
 GEOMETRY. 
 
 PROPOSITION XV. THEOREM. 
 
 If a line he drawn parallel to the base of a triangle^ it will divide 
 tfie other sides proportionally, 
 
 Eet ABC be a triangle, and DE a straight line drawn par 
 allel to the base BC ; then will 
 
 AD : DB : : AE : EC. 
 
 Draw BE and DC. The two triangles BDE, 
 DEC having the same base DE, and the same 
 altitude, since both their vertices lie in a line 
 parallel to the base, are equivalent (Prop. II. 
 Cor. 2.). 
 
 ' The triangles ADE, BDE, whose common 
 vertex is E, have the same altitude, and are to 
 each other as their bases (Prop. VI. Cor.) ; 
 hence we have 
 
 ADE ; BDE : : AD : DB. 
 
 The triangles ADE, DEC, whose common vertex is D, have 
 also the same altitude, and are to each other as their bases ; 
 hence 
 
 ADE : DEC : : AE : EC. 
 
 But the triangles BDE, DEC, are equivalent ; and therefore, 
 we have (Book II. Prop. IV. Cor.) 
 
 AD : DB : : AE : EC. 
 
 Cor. 1. Hence, by composition, we have AD + DB : AD : : 
 AE + EC : AE, or AB : AD : : AC : AE ; and also AB : 
 BD : : AC : CE. 
 
 Cor. 2. If between two straight lines AB, CD, any number 
 of parallels AC, EF, GH, BD, &lc. be drawn, those straight 
 lines will be cut proportionally, and we shall have AE : CF '> 
 EG : FH : GB : HD. 
 
 For, let O be the point where AB and 
 CD meet. In the triangle OEF, the line 
 AC being drawn parallel to the base EF, 
 we shall have OE : AE : : OF : CF, or 
 OE : OF : : AE : CF. In the triangle 
 OGH, we shall likewise have OE : EG 
 : : OF : FH,orOE : OF : : EG : FH. 
 And by reason of the common ratio OE : 
 OF, those two proportions give AE : CF 
 : : EG : FH. It may be proved in the 
 same manner, that EG ; FH : : GB : HD, and so on ; hence 
 the lines AB, CD, are cut proportionally by the parallels AC, 
 EF, GH, i&c. 
 
 1 
 
BOOK IV. 
 
 8d 
 
 PROPOSITION XVI. THEOREM. 
 
 Conversely, if two sides of a triangle are cut proportionally hy a 
 straight line, this straight line will be parallel to the third side. 
 
 In the triangle ABC, let the line DE be drawn, making 
 AD : DB : : AE : EC : then will DE be parallel to BC. 
 
 For, if DE is not parallel to BC, draw DO paral- 
 lel to it. Then, by the preceding theorem, we shall 
 have AD : DB : : AO : OC. But by hypothe- 
 sis, we have AD : DB : : AE : EC : hence we 
 must have AO : OC : : AE : EC,orAO ; AE 
 : : OC : EC ; an impossible result, since AO, the 
 one antecedent, is less than its consequent AE, 
 and OC, the other antecedent, is greater than its 
 consequent EC. Hence the parallel to BC, drawn from the 
 point I), cannot differ from DE ; hence DE is that parallel. 
 
 Scholium. The same conclusion would be true, if the pro- 
 portion AB : AD : : AC : AE were the proposed one. For 
 this proportion would give AB — AD : AD : : AC — AE : 
 AE, or BD : AD : : CE : AE. 
 
 PROPOSITION XVII. THEOREM. 
 
 The line which bisects the vertical angle of a triangle, divides the 
 base into two segments, which are proportional to the adjacent 
 sides. 
 
 bisecting 
 
 the angle 
 
 AC. 
 
 E 
 
 In the triangle ACB, let AD be drawn 
 CAB ; then will 
 
 BD : CD : : AB : 
 
 Through the point C, draw CE 
 parallel to AD till it meets BA 
 produced. 
 
 In the triangle BCE, the line AD 
 is parallel to the base CE ; hence 
 we have the proportion (Prop. 
 XV.), 
 
 BD : DC : : AB : AE. 
 
 But the triangle ACE is isos- 
 celes : for, since AD, CE are parallel, we have the angle ACE 
 =DAC, and the angle AEC=BAD (Book I. Prop. XX. Cor. 
 2 & 3.) ; but, by hypothesis, DACinBAD ; hence the an- 
 gle ACE— AEC, and consequently AErrAC (Book I. Prop. 
 XII.). In place of AE in the above proportion, substitute AC, 
 and we shall have BD : DC : ; AB : AC. 
 
84 GEOMETRY. 
 
 PROPOSITION XVIII. THEOREM. 
 
 Two equiangular triangles have their homologous sides propor- 
 tional, and are similar. 
 
 Let ABC, CDE be two triangles which E 
 
 have their angles equal each to each, /\ 
 
 namely, BAC=CDE, ABCz=:DCE and 
 ACBn DEC ; then the homologous sides, 
 or the sides adjacent to the equal angles, 
 will be proportional, so that we shall 
 have BC ; CE : : AB : CD : : AC : 
 DE. 
 
 Place the homologous sides BC, CE in the same straight 
 line ; and produce the sides BA, ED, till they meet in F. 
 
 Since BCE is a straight line, and the angle BCA is equal to 
 CED, it follows that AC is parallel to DE (Book I. Prop. XIX. 
 Cor. 2.). In like manner, since the angle ABC is equal to 
 DCE, the line AB is parallel to DC. Hence the figure ACDF 
 is a parallelogram. 
 
 In the triangle BFE, the line AC is parallel to the base FE ; 
 hence we have BC : CE : : BA : AF (Prop. XV.); or put- 
 ting CD in the place of its equal AF, 
 
 BC : CE : : BA : CD. 
 
 In the same triangle BEF, CD is parallel to BF which may 
 be considered as the base ; and we have the proportion 
 BC : CE : : FD : DE ; or putting AC in the place of its equal FD, 
 
 BC : CE : : AC : DE. 
 
 And finally, since both these proportions contain the same 
 ratio BC : CE, we have 
 
 AC : DE : : BA : CD. 
 
 Thus the equiangular triangles BAC, CED, have their ho- 
 mologous sides proportional. But two figures are similar when 
 they have their angles equal, each to each, and their homolo- 
 gous sides proportional (Def. 1.) ; consequently the equiangu- 
 lar triangles BAC, CED, are two similar figures. 
 
 Cor, For the similarity of two triangles, it is enough that 
 they have two angles equal, each to each ; since then, the 
 third will also be equal in both, and the two triangles will be 
 equiangular. 
 
BOOK IV. m 
 
 SchuUum. Observe, that in similar triangles, the homolo- 
 gous sides arc opposite to the equal angles ; thus the angle ACB 
 being equal to DEC, the side AB is homologous to DC ; in like 
 manner, AC and DE are homologous, because opposite to the 
 equal angles ABC, DCE. When the homologous sides are de- 
 termined, it is easy'to form the proportions : 
 
 AB : DC : : AC : DE : : BC : CE. 
 
 PROPOSITION XIX. THEOREM. 
 
 Two triangles^ which have their homologous sides proportional^ 
 are equiangular and similar. 
 
 In the two triangles BAC, DEF, 
 suppose we have BC : EF : : AB 
 . DE : : AC : DF ; then wilj the 
 triangles ABC, DEF have their an- 
 gles equal, namely, A=D, B=E, 
 C=F. ^ 
 
 At the point E, make the angle 
 FEG = B, and at F, the angle EFG = C ; the third G will be 
 equal to the third A, and the two triangles ABC, EFG will be 
 equiangular (Book I. Prop. XXV. Cor. 2.). Therefore, by the 
 last theorem, we shall have BC : EF : : AB : EG ; but, by 
 hypothesis, we have BC : EF : : AB : DE; hence EG =DE. 
 By the same theorem, we shall a!so have BC ; EF : : AC : 
 FG ; and by hypothesis, we have BC : EF : : AC : DF ; 
 hence FG=:DF. Hence the triangles EGF, DEF, having their 
 three sides equal, each to each, are themselves equal (Book I. 
 Prop. X.). But by construction, the triangles EGF and 
 ABC are equiangular ; hence DEF and ABC are also equian- 
 gular and similar. 
 
 Scholium 1. By the last two propositions, it appears that in 
 triangles, equahty among the angles is a consequence of pro- 
 portionality among the sides, and conversely ; so that either of 
 those conditions sufficiendy determines the similarity of two 
 triangles. The case is different with regard to figures of 
 more than three sides : even in quadrilaterals, the proportion 
 between the sides may be altered without altering the angles, 
 or the angles may be altered without altering the proportion 
 between the sides ; and thus proportionality among the sides 
 cannot be a consequence of equality among the angles of two 
 quadrilaterals, or vice versa. It is evident, for example, that 
 
 H 
 
86 GEOMETRY. 
 
 by drawing EF parallel to BC, the angles of 
 the quadrilateral AEFD, are made equal to 
 those of ABCD, though the proportion be- 
 tween the sides is different ; and, in like man- 
 ner, without changing the four sides AB, BC, 
 CD, AD, we can make the point B approach 
 D or recede from it, which will change the 
 angles. 
 
 Scholium 2. The two preceding propositions, which in strict- 
 ness form but one, together with that relating to the square of 
 the hypothenuse, are the most important and fertile in results 
 of any in geometry : they are almost sufficient of themselves 
 for every application to subsequent reasoning, and for solving 
 every problem. The reason is, that all figures may be divided 
 into triangles, and any triangle into two right angled triangles. 
 Thus the general properties of triangles include, by implica- 
 tion, those of all figures. 
 
 PROPOSITION XX. THEOREM. ; 
 
 Two triangles, which have an angle of the one equal to an angle 
 of the other, and the sides containing those angles proportional, 
 are similar. 
 
 In the two triangles ABC, DEF, let 
 the angles A and D be equal ; then, if 
 AB : DE : : AC : DF, the two trian- 
 gles will be similar. 
 
 Take AG-.DE, and draw GH paral- 
 lel to BC. The angle AGH will be equal 
 to the angle ABC (Book I. Prop. XX. 
 Cor 3.) ; and the triangles AGH, ABC, will be equiangular : \ 
 hence we shall have AB : AG : : AC : AH. But by hypo- 
 thesis, we have AB : DE : : AC : DF ; and by construction, 
 AG=DE : hence AH=DF. The two triangles AGH, DEF, ' 
 have an equal angle included between equal sides ; therefore ^ 
 they are equal : but the triangle AGH is similar to ABC : there* 
 
 fore DEF is also similar to ABC. 
 
 J 
 
 I 
 
BOOK IV 
 
 #7 
 
 PROPOSITION XXI. THEOREM. 
 
 Two triangles, which have their homologous sides parallel, or 
 perpendicular to each other, are similar. 
 
 Let BAG, EDF, be two triangles. 
 
 First. If the side AB is parallel to DE, and 
 BC to EF, the angle ABC will be equal to 
 DEF (Book I. Prop. XXIV.) ; if AC is parallel 
 to DF, the angle ACB will be equal to DFE, 
 and also BAC to EDF ; hence the triangles 
 ABC, DEF, are equiangular; consequently 
 they are similar (Prop. XVIII.). 
 
 Secondly. If the side ©E is perpen- 
 dicular to AB, and the side DF to AC, 
 the two angles I and H of the quadri- 
 lateral AIDH will be right angles ; and 
 since all the four angles are together 
 equal to four right angles (Book I. Prop. 
 XXVI. Cor. l.),the remaining two I AH, 
 IDH, will be together equal to two right ^ 
 angles. But the two angles EDF, IDH, are also equal to two 
 right angles : hence the angle EDF is equal to lAH or BAC. 
 In like manner, if the third side EF is perpendicular to the third 
 side BC, it may be shown that the angle DFE is equal to C, and 
 DEF to B : hence the triangles ABC, DEF, which have the 
 sides of the one perpendicular to the corresponding sides of the 
 other, are equiangular and similar. 
 
 Scholium. In the case of the sides being parallel, the homolo- 
 gous sides are the parallel ones : in the case of their being per- 
 pendicular, the homologous sides are the perpendicular ones. 
 Thus in the latter case DE is homologous with AB, DF with 
 AC, and EF with BC. 
 
 The case of the per[A3ndicular sides might present a rela- 
 tive position of the two triangles different from that exhibited 
 in the diagram. But we might always conceive a triangle 
 DEF to be constructed within the triangle ABC, and such that 
 its sides should be parallel to those of the triangle compared 
 with ABC ; and then the demonstration given in the text would 
 apply. 
 
68 
 
 GEOMETRY. 
 
 PROPOSITION XXII. THEOREM. 
 
 In any triangle, if a line he drawn parallel to the base, then, all 
 lines drawn from the vertex will divide the base and the pai^- 
 allel into proportional parts. 
 
 Let DE be parallel to the base BC, and 
 the other lines drawn as in the figure ; 
 then will 
 DI : BF : : IK : FG : : KL : GH. 
 
 For, since \)\ is parallel to BF, the 
 triangles ADI and ABF are equiangu- 
 lar ; and we have DI : BF : : AI : 
 AF ; and since IK is parallel to FG, 
 we have in like manner AI : AF : : 
 IK : FG ; hence, the ratio AI : AF being common, we shall 
 have DI : BF : : IK : FG. In the same manner we shall 
 find IK : FG : : KL ; GH ; and so with the other segments ; 
 hence the line DE is divided at the points I, K, L, in the same 
 proportion, as the base BC, at the points F, G, H. 
 
 Cor. Therefore if BC were divided into equal parts at the 
 points F, G, H, the parallel DE would also be divided into equal 
 parts at the points 1, K, L. 
 
 PROPOSITION XXIII. THEOREM. 
 
 If from the right angle of a right angled triangle, a peiyendicu- 
 lar he let fall on the hypothenuse ; then, 
 
 \st. The< two partial triangles thus formed, will he similar to each 
 other, and to the whole triangle. 
 
 2d. Either side including the right angle will he a mean propor- 
 tional hetiveen the hypothenuse and the adjacent segment. 
 
 *Sd. The perpendicular will be a mean proportional between the 
 two segments of the hypothenuse. 
 
 Let BAC be a right angled triangle, and AD perpendicular 
 to the hypothenuse BC. 
 
 First. The triangles BAD and BAC 
 have the common angle B. the right 
 angle BDA=BAC, and therefore the 
 third angle BAD of the one, equal to 
 the third angle C, of the other (Book 
 I. Prop. XXV. Cor 2.) : hence those 
 two triangles are equiangular and 
 
BOOK IV. 89 
 
 similar. In the same manner it may be shown that the trian- 
 gles DAC and BAG are similar ; hence all the triangles are 
 equiangular and similar. 
 
 Secondly. The triangles BAD, BAC, being similar, their 
 homologous sides are proportional. But BD in the small tri- 
 angle, and BA in the large one, are homologous sides, because 
 they lie opposite the equal angles BAD, BCA ; the hypothe- 
 nuse BA of the small triangle is homologous with the hypo- 
 thenuse BC of the large triangle : hence the proportion BD : 
 BA : : BA : BC. By the same reasoning, we should find 
 DC : AC : : AC : BC ; hence, each of the sides AB, AC, is 
 a mean proportional between the hypothenuse and the segment 
 adjacent to that side. 
 
 Thirdly. Since the triangles ABD, ADC, are similar, by 
 comparing their homologous sides, we have BD : AD ; : AD 
 : DC ; hence, the perpendicular AD is a mean proportional 
 between the segments BD, DC, of the hypothenuse. 
 
 Scholium. Since BD : AB : : AB : BC, the product of the 
 extremes will be equal to that of the means, or AB^=:BD.BC. 
 For the same reason we have AC^— DC.BC ; therefore AB^+ 
 AC2=BD.BC + DC.BC= (BD + DC).BC=BC.BC=BC2; or 
 the square described on the hypothenuse BC is equivalent to 
 the squares described on the two sides AB, AC. Thus we again 
 arrive at the property of the square of the hypothenuse, by a 
 path very diflferent from that which formerly conducted us to 
 it : and thus it appears that, strictly speaking, the property of 
 the square of the hypothenuse, is a consequence of the more 
 general property, that the sides of equiangular triangles are 
 proportional. Thus the fundamental propositions of geometry 
 are reduced, as it were, to this single one, that equiangular tri- 
 angles have their homologous sides proportional. 
 
 It happens frequently, as in this instance, that by deducing 
 consequences from one or more propositions, we are led back 
 to some proposition already proved. In fact, the chief charac- 
 teristic of geometrical theorems, and one indubitable proof of 
 their certainty is, that, however we combine them together, 
 provided only our reasoning be correct, the results we obtain 
 are always perfectly accurate. The case would be different, 
 if any proposition were false or only approximately true : it 
 would frequently happen that on combining the propositions 
 together, the error would increase and become perceptible. 
 Examples of this are to be seen in all the demonstrations, in 
 which the reductio ad absurdum is employed. In such demon- 
 strations, where the object is to show that two quantities are 
 equal, we proceed by showing that if there existed the smallest 
 
 H* 
 
90 
 
 GEOMETRY. 
 
 inequality between the quantities, a train of accurate reason- 
 ing would lead us to a manifest and palpable absurdity; from 
 which we are forced to conclude that the two quantities are 
 equal. 
 
 Cor. If from a point A, in the circumference 
 of a circle, two chords AB, AC, be drawn to 
 the extremities of a diameter BC, the triangle 
 BAG will be right angled at A (Book III. Prop. ^ J^ C 
 
 XVIII. Gor. 2.) ; hence, first, the perpendicular AD is a mean 
 proportional between the two segments BD, DG, of the diameter^ 
 or what is the same, AD^=BD.DG. 
 
 Ilence also, in the second place, the chord AB is a mean pro- 
 portional between the diameter BC and the adjacent segment BD, 
 or, what is the same, AB^nBD.BC. In like manner, we have 
 AC^=GD.BG ; hence AB^ : AC^ : : BD : DC : and com- 
 paring AB'^ and AC^, to BC^, we have AB^ : BC^ : : BD : 
 BC, and AC^ : BC^ : : DC : BC. Those proportions between 
 the squares of the sides compared with each other, or with the 
 square of the hypothenuse, have already been given in the third 
 and fourth corollaries of Prop. XI. 
 
 PROPOSITION XXIV. THEOREM. 
 
 Two triangles having an angle in each equals are to each other 
 as the rectangles of the sides which contain the equal angles. 
 
 In the two triangles ABC, ADE, let the angle A be equal to 
 the angle A ; then will the triangle 
 
 ABC : ADE : : AB.AC : AD.AE. 
 
 Draw BE. The triangles 
 ABE, ADE, having the com- 
 mon vertex E, have the same 
 altitude, and consequently are 
 to each other as their bases 
 (Prop. VI. Cor.) : that is, 
 
 ABE : ADE : : AB : AD. 
 
 In like manner, 
 
 ABC 
 
 ABE 
 
 AC : AR 
 
 Multiply together the corresponding terms of these proportions, 
 omitting the common term ABE ; we have 
 
 ABC : ADE : AB.AC : AD.AE. 
 
BOOK IV. 01 
 
 Cor. Jlcnce the two triangles would be equivalent, if the 
 rectangle AB.AC were equal to the rectangle AD.AE, or if 
 we had AB : AD : : AE : AC i which would happen if DC 
 were paraliv^.l to BE. 
 
 PROPOSITION XXV. THEOREM. 
 
 Two similar triangles are to each other as the squares described 
 on their homologous sides. 
 
 Let ABC, DEF, be two similar trian- 
 gles, having the angle A equal to D, and 
 the angle B=E. 
 
 Then, first, by reason of the equal an- 
 gles A and D, according to the last pro- 
 position, we shall have 
 
 ABC : DEF : : AB.AC : DE.DF. 
 Also, because the triangles are similar, 
 
 AB : DE : : AC : DF, 
 And multiplying the terms of this proportion by the corres- 
 ponding terms of the* identical proportion, 
 
 AC : DF : : AC : DF, 
 there v/ill result • 
 
 AB.AC : DE.DF : : AC^ : DP. 
 
 Consequently, 
 
 ABC : DEF : : AC^ : DF^. 
 
 Therefore, two similar triangles ABC, DEF, are to each 
 other as the squares described on their homologous sides AC, 
 DF, or as the squares of any other two homologous sides. 
 
 PROPOSITION XXVI. THEOREM. 
 
 7\vo similar polygons are composed of the same number of tri- 
 angles ^ similar each to each, and similarly situated. 
 
92 GEOMETRY. 
 
 Let ABCDE, FGHIK, be two similar polygons. 
 
 From any angle A, in c 
 
 the polygon ABCDE, 
 draw diagonals AC, AD 
 to the other angles. From 
 the homologous angle F, 
 in the other polygon 
 FGHIK, draw diagonals 
 FH, FI to the other an- 
 gles. 
 
 These polygons being similar, the angles ABC, FGH, which 
 are homologous, must be equal, and the sides AB, BC, must 
 also be proportional to FG, GH, that is, AB : FG : : BC : 
 GH (Def. 1.). Wherefore the triangles ABC, FGH, have each 
 an equal angle, contained between proportional sides ; hence 
 they are similar (Prop. XX.) ; therefore the angle BCA is equal 
 to GHF. Take away these equal angles from the equal angles 
 BCD, GHI, and there remains ACD==FHI. But since the 
 triangles ABC, FGH, are similar, we have AC : FH : : BC : 
 GH ; and, since the polygons are similar, BC : GH : : CD : 
 HI ; hence AC : FH : : CD : HI. But the angle ACD, we 
 already know, is equal to FHI ; hence the triangles ACD, FHI, 
 have an equal angle in each, included between proportional 
 sides, and are consequently similar (Prop. XX.). In the same 
 manner it might be shown that all the remaining triangles are 
 similar, whatever be the number of sides in the polygons pro- 
 posed : therefore two similar polygons are composed of the 
 same number of triangles, similar, and similarly situated. 
 
 Scholium, The converse of the proposition is equally true : 
 If two polygons are composed cf the same number of triangles 
 similar and similarly situated, those two polygons will be similar. 
 
 For, the similarity of the respective triangles will give the 
 angles, ABC=FGH, BCA^GHF, ACD=FHI : hence BCD= 
 GHI, likewise CDE=HIK, &c. Moreover we shall have 
 AB : FG : : BC : GH : : AC : FH : : CD : HI,&c.; hence 
 the two polygons have their angles equal and their sides pro- 
 portional ; consequently they are similar. 
 
 PROPOSITION XXVII. THEOREM. 
 
 The conto^irs or perimeters of similar polygons are to each other 
 as the homologous sides : and the areas are to each other as 
 the squares described on those sides. 
 
BOOK IV. 03 
 
 First. Since, by the 
 nature of similar figures, 
 we have AB : FG : : 
 BC : GH : : CD ; HI, 
 &c. we conclude from 
 this series of equal ratios 
 that the sum of the ante- 
 eecieuts AB + BC + CD, 
 &c., which makes up the perimeter of the first polygon, is to 
 the sum of the consequents FG + GH + HI, &c., which makes 
 up the perimeter of the second polygon, as any one antecedent 
 is to its consequent ; and therefcjre, as the side AB is to its cor- 
 responding side FG (Book II. Prop. X.). 
 
 Secondly. Since the triangles ABC, FGH are similar, we 
 shall have the triangle ABC : FGH : : AC^ : FH^ (Prop. 
 XXV.) ; and in like manner, from the similar triangles ACD, 
 FHI, we shall have ACD : FHI : : AC^ : FH^; therefore, by 
 reason of the common ratio, AC^ : FH^, we have 
 
 ABC : FGH : : ACD : FHI. 
 By the same mode of reasoning, we should find 
 
 ACD : FHI : : ADE : FlK; 
 and so on, if there were more triangles. And from this series 
 of equal ratios, we conclude that the sum of the antecedents 
 ABC + ACD + ADE, or the polygon ABCDE, is to the sum cf 
 the consequents FGH + FHI + FIK, or to the polygon FGHIK, 
 as one antecedent ABC, is to its consequent FGH, or as AB^ 
 is to FG- (Prop. XXV.) ; hence the areas of similar poly- 
 gons are to each other as the squares described on the homolo- 
 gous sides. 
 
 Cor. If three similar figures were constructed, on the 
 three sides of a right angled triangle, the figure on the hypo- 
 thenuse would be equivalent to the sum of the other two : for 
 the three figures are proportional to the squares of their 
 homologous sides ; but the square of the hypothenuse is 
 equivalent to the sum of the squares of the two other sides ; 
 hence, &c. 
 
 PROPOSITION XXVIII. THEOREM. 
 
 The segments of two chords, which intersect each other vn a circle, 
 are reciprocally proportional. 
 
u 
 
 GEOMETRY. 
 
 Let the chords AB and CD intersect at O : then will 
 AO : DO : : OC : OB. 
 
 Draw AC and BD. In the triangles ACO, 
 BOD, the angles at O are equal, being verti- 
 cal ; the angle A is equal to the angle D, be- 
 cause both are inscribed in the same segment 
 (Book III. Prop. XVIII. Cor. 1.) ; for the same 
 reason the angle C— B ; the triangles are there- 
 fore similar, and the homologous sides give the proportion 
 AO : DO : : CO : OB. 
 
 Cor. Therefore AO.OB=DO.CO: hence the rectangle 
 under the two segments of the one chord is equal to the rect- 
 angle under the two segments of the other. 
 
 PROPOSITION XXIX. THEOREM. 
 
 If from the same point without a circle, two secants he drawn 
 terminating in the concave arc, the whole secants will he recip' 
 
 srannJIg/ 2^r'e?po<rii^9^ty1 i-» i?ioit' eJCtcmul segments. 
 
 Let the secants OB, OC, be drawn from the point O 
 then will 
 
 OB : OC : : OD : OA. 
 For, drawing AC, BD, the triangles OAC, 
 OBD have the angle O common ; likewise the 
 angle B=C (Book IIL Prop. XYIII.Cor. 1.); 
 these triangles are therefore similar ; and their 
 homologous sides give the proportion, 
 OB : OC : : OD : OA. 
 
 Cor. Hence the rectangle OA.OB is equal 
 to the rectangle OC.OD. B 
 
 Scholium, This proposition, it may be observed, bears a 
 great analogy to the preceding, and differs from it only as the 
 two chords AB, CD, instead of intersecting each other within, 
 cut each other without the circle. The following proposition 
 may also be regarded as a particular case of the proposition 
 just demonstrated. 
 
BOOK IV. 
 
 95 
 
 PROPOSITION XXX. THEOREM. 
 
 If from the same point without a circle , a tangent and a secant 
 be drawn, the tangent will he a mean proportional between the 
 secant and its external segment. 
 
 From the point O, let the tangent OA, and the secant OC be 
 be drawn ; then will 
 
 OC : OA : : OA : OD, or OA^^OC.OD. 
 For, drawing AD and AC, the triangles O 
 OAD, OAC, have the angle O common; also 
 the angle OAD, formed by a tangent and a 
 chord, has for its measure half of the arc AD 
 (Book III. Prop. XXI.) ; and the angle C has 
 the same measure : hence the angle OAD = 
 C ; therefore the two triangles are similar, 
 and we have the proportion OC : OA : : 
 AO : OD, which gives OA'-=OC.OD. 
 
 X 
 
 PROPOSITION XXXI. THEOREM. 
 
 If either angle of a triangle he bisected by a line terminating in 
 the opposite side, the rectangle of the sides including the bi- 
 sected angle, is equivalent to the square of the bisecting line 
 together with the rectangle contained by the segments of the 
 third side. 
 
 In the triangle BAC, let AD bisect the angle A ; then will 
 AB.AC=:ADHBD.DC. 
 
 Describe a circle through the three points 
 A, B, C ; produce AD till it meets the cir- 
 cumference, and draw CE. 
 
 The triangle BAD is similar to the trian- 
 gle EAC ; for, by hypothesis, the angle 
 BAD = EAC; also the angle iB=E,' since 
 they are both measured by half of the arc 
 AC ; hence these triangles are similar, and 
 the homologous sides give the proportion BA : AE : : AD : 
 AC ; hence BA.AC=AE.AD ; but AE=AD + DE, and multi- 
 plying each of these equals by AD, we have AE.AD=:AD'H 
 Ab.DE; now AD.DE=BD.DC (Prop. XXVIII.) ; hence, 
 finallv, 
 
 BA.AC==AD2+BD.DC. 
 
m 
 
 OG 
 
 GEOMETIIY. 
 
 PROPOSITION XXXII. THEOREM. 
 
 In every triangle, the rectangle contained hij two sides is equiva- 
 lent to the rectangle contained by the diameter of the circum- 
 scribed circle^ and the perpendicular let fall upon the third 
 side. 
 
 In the triangle ABC, let AD be drawn perpendicular to BC ; 
 and let EC be the diameter of the circumscribed circle : then 
 will 
 
 AB.AC=AD.CE. 
 
 For, drawing AE, the triangles ABD, 
 AEC, are right angled, tiie one at D, the 
 other at A: also the angle B — E ; these tri- 
 angles are therefore similar, and they give 
 the proportion AB : CE : : AD : AC ; and 
 hence AB.ACrr:CE.AD. 
 
 Cor. If these equal quantities be multiplied by the same 
 quantity BC, there will result AB.AC.BC = CE.AD.BC ; now 
 
 AD.BC is double of the area of the triangle (Prop. VI.) ; there- 
 fore the product of three sides of a triangle is equal to its area 
 multiplied by twice the diameter of the ci?xumscribed circle. 
 
 The product of three lines is sometimes called a solid, for a 
 reason that shall be seen afterwards. Its value is easily con- 
 ceived, by imagining that the lines are reduced into numbers, 
 and multiplying these numbers together. 
 
 Scholium. It may also be demonstrated, that the area of 
 a triangle is equal to its perimeter multiplied by half the radius 
 of the inscribed circle. 
 
 For, the triangles AOB, BOC, 
 AOC, which have a common 
 vertex at O, have for their com- 
 mon altitude the radius of the 
 inscribed circle ; hence the sum 
 of these triangles will be equal 
 to the sum of the bases AB, BC, 
 AC, multiplied by half the radius 
 
 OD ; hence the*^ area of the triangle ABC is equal to the 
 perimeter multiplied by half the radius of the inscribed circle. 
 
BOOK IV. 
 
 97 
 
 PROPOSITION XXXIII. THEOREM. 
 
 In every quadrilateral inscribed in a circle, the rectangle of the 
 two diagonals is equivalent to the sum of the rectangles of the 
 opposite sides. 
 
 In the quadrilateral ABCD, we shall have 
 AC.BD=AB.CD+AD.BC. 
 
 Take the arc CO = AD, and draw BO 
 meeting the diagonal AC in I. 
 
 The angle ABD=CBI, since the one 
 has for its measure half of the arc AD, 
 and the other, half of CO, equal to AD ; 
 the angle ADB=BCI, because they are 
 both inscribed in the same segment 
 AOB ; hence the triangle ABD is similar 
 to the triangle IBC, and we have the 
 proportion AD ; CI : : BD : BC ; hence AD.BC=:CI.BD. 
 Again, the triangle ABl is similar to the triangle BDC ; for the 
 arc AD being equal to CO, if OD be added to each of them, 
 we shall have the arc AO=r:DC ; hence the angle ABI is equal 
 to DBC ; also the angle BAI to BDC, because they are in- 
 scribed in the same segment ; hence the triangles ABI, DBC, 
 are similar, and the homologous sides give the proportion AB : 
 BD : : AI : CD ; hence AB.CD=AI.BD. 
 
 Adding the two results obtained, and observing that 
 
 AI.BD + CI.BD = (AI + CI).BD=:AC.BD, 
 we shall have 
 
 AD.BC+AB.CD=AC.BD. 
 
OS 
 
 GEOMETRY. 
 
 ^t 
 
 PROBLEMS RELATING TO THE FOURTH BOOK. 
 
 PROBLEM I. 
 
 To divide a given straight line into any number of equal parts, 
 or into parts proportional to given lines. 
 
 First. Let it be proposed to divide the line 
 AB into five equal parts. Through the ex- 
 tremity A, draw^ the indefinite straight line 
 AG ; and taking AC of any magnitude, apply 
 it five times upon AG ; join the last point 
 of division G, and the extremity B, by the 
 straight line GB ; then draw CI parallel to 
 GB : AI will be the fifth part of the line 
 AB ; and thus, by applying AI five times 
 upon AB, the line AB will be divided into 
 five equal parts. 
 
 For, since CI is parallel to GB, the sides AG, AB, are cut 
 proportionally in C and I (Prop. XV.). But AC is the fifth 
 part of AG, hence AI is the fifth part of AB, ^ 
 
 Secondly. Let it be pro- 
 posed to divide the line AB 
 mto parts proportional to 
 the given lines P, Q, R. 
 Through A, draw the indefi- 
 nite hne AG ; make AC = 
 P, CD=Q, DE:=R; join 
 the extremities E and B ; 
 and through the points C, 
 
 D, draw CI, DF, parallel to EB ; the line AB will be divided 
 into parts AI, IF, FB, proportional to the given lines P, 
 
 Q, R. 
 
 For, by reason of the paraLcls CI, DF, EB, the parts AI, 
 IF, FB, are proportional to the parts AC, CD, DE ; and by 
 construction, these are equal to the given lines P, Q, R. 
 
BOOK IV. 
 
 PROBLEM II. 
 
 To find a fourth proportional to three given lineSy A, B, C. 
 
 Draw the two indefi- 
 nite lines DE, DF, form- 
 ing any angle with each 
 other. Upon DE take 
 DA=A, and DB=B ; 
 upon DF take DC=C ; 
 draw AC ; and through 
 the point B, draw BX 
 parallel to AC ; DX will be the fourth proportional required ; 
 for, since BX is parallel to AC, we have the proportion 
 DA : DB : : DC : DX ; now the first three terms of this pro- 
 portion are equal to the three given lines : consequently DX is 
 the fourth proportional required. 
 
 Cor. A third proportional to two given lines A, B, may be 
 found in the same manner, for it will be the same as a fourth 
 proportional to the three lines A, B, B. 
 
 PROBLEM in. 
 To find a mean proportional between two given lines A and B. 
 
 Upon the indefinite line DF, take 
 DE=A, and EF— B : upon the whole 
 line DF, as a diameter, describe the 
 semicircle DGF ; at the point E, 
 erect upon tl}e diameter the perpen- 
 dicular EG meeting the circumfe- 
 rence in G ; EG will be the mean 
 proportional required. 
 
 For, the perpendicular EG, let fall from a point in the cir- 
 cumference upon the diameter, is a mean proportional between 
 DE EF, the two segments of the diameter (Prop. XXIII. 
 Co I .) ; and these segments are equal to the given lines A 
 and B. 
 
 Ai 1 
 
 PROBLEM IV. 
 
 To divide a given line into two parts, such that the greater part 
 shall be a mean proportional between the whole line and the 
 other part. 
 
100 
 
 GEOMETRY. 
 
 Let AB be the given line. 
 
 At the extremity B of the line 
 AB, erect the perpendicular BC 
 equal to the half of AB ; from the 
 point C, as a centre, with the ra- 
 dius CB, describe a semicircle ; 
 draw AC cutting the circumfe- 
 rence in D ; and take AF=AD : A :f 
 the line AB will be divided at the point F in the manner re- 
 quired ; that is, we shall have AB : AF : : AF : FB. 
 
 For, AB being perpendicular to the radius at its extremity, 
 is a tangent ; and if AC be produced till it again meets the 
 circumference in E, we shall have AE : AB : : AB : AD 
 (Prop. XXX.) ; hence, by division, AE— AB : AB : : AB— 
 AD : AD. But since the radius is the half of AB, the diame- 
 ter DE is equal to AB, and consequently AE-t-AB= AD=AF ; 
 also, because AF=AD, we have AB — ^AD=r:FB ; hence 
 AF : AB : : FB : AD or AF ; whence, by exchanging the 
 extremes for the means, AB : AF : : AF : FB. 
 
 Scholium, This sort of division of the line AB is called di 
 vision in extreme and mean ratio : the use of it will be per- 
 ceived in a future part of the work. It may further be 
 observed, that the secant AE is divided in extreme and mean 
 ratio at the point D ; for, since AB=DE, we have AE : DE 
 : : DE : AD. 
 
 PROBLEM V. 
 
 Through a given point, in a given angle, to draw a line so that 
 the segments comprehended between the point and the two sides 
 of the angle, shall be equal. 
 
 Let BCD be the given angle, and A the given point. 
 
 Through the point A, draw AE paral- 
 lel to CD, make BE=CE, and through 
 the points B and A draw BAD ; this will 
 be the line required. 
 
 For, AE being paralV! +0 CD, we have 
 BE : EC : : BA : AD , W* B^.^TC ; 
 therefore BA=AD. 
 
BOOK IV. 
 
 PROBLEM VI. 
 
 101 
 
 To describe a square that shall he equivalent to a given paralleh' 
 granif or to a given triangle. 
 
 First, Let ABCD be 
 the given parallelogram, 
 AB its base, DE its alti- 
 tude ; between AB and 
 DE find a mean propor- 
 tional XY ; then will the 
 square described upon 
 
 E 
 
 XY be equivalent to the parallelogram ABCD. 
 
 For, by construction, AB ; XY : : XY : DE ; therefore, 
 XY2= AB.DE ; but x\B.DE is the measure of the parallelogram, 
 and XY^ that of the square ; consequently, they are equiva- 
 lent. 
 
 Secondly, Let ABC be the 
 given triangle, BC its base, 
 AD its altitude : find a mean 
 proportional between BC and 
 the half of AD, and let XY be 
 that mean ; the square de- 
 scribed upon XY will be equi- 
 valent to the triangle ABC. 
 
 For, since BC : XY : : XY : lAD, it follows that XY^^ 
 BC.iAD ; hence the square described upon XY is equivalent 
 to the triangle ABC. 
 
 PROBLEM VII. 
 
 Upon a given line, to describe a rectangle that shall he equiva- 
 lent to a given rectangle. 
 
 Let AD be the line, and ABFC the given rectangle. 
 
 Find a fourth propor 
 tional to the three lines 
 AD, AB, AC, and let AX 
 be that fourth propor- 
 tional ; a rectangle con- 
 structed with the lines 
 AD and AX will be equi- 
 valent to the rectangle ABFC. 
 
 For, since AD : AB : : AC : AX, it follows that AD. AX = 
 AB.AC ; hence the rectangle ADEX is equivalent to the rect- 
 angle ABFC. 
 
102 GEOMETRY. 
 
 PROBLEM VIII. 
 
 To find two lines whose ratio shall he the same as the ratio of 
 two rectangles contained by given lines. 
 
 Let A.B, CD, be the rectangles contained by the given Hnes 
 A,B, Candl). 
 
 Find X, a fourth proportional to the three 
 lines B, C, D ; then will the two lines A and 
 X have the same ratio to each other as the 
 rectangles A.B and CD. 
 
 For, since B : C : : D : X, it follows that 
 CD=B.X; hence A.B : CD : : A.B : B.X 
 : : A : X. 
 
 Cor, Hence to obtain the ratio of the squares described 
 upon the given lines A and C, find a third proportional X to 
 the lines A and C, so that A : C : : C : X; you will then 
 have , 
 
 A.Xrz:C2, or A2.X=A.C2 ; hence 
 A2 : C2 : : A : X. 
 
 PROBLEM IX. 
 
 To find a triangle that shall be equivaleik to a given polygon. 
 
 Let ABCDE be the given polygon. 
 Draw first the diagonal CE cutting off 
 the triangle CDE ; through the point 
 D, draw DF parallel to CE, and ipeet- 
 ing AE produced ; draw CF: the poly- 
 gon ABCDE will be equivalent to the 
 polygon ABCF, which has one side 
 less than the original polygon. 
 
 For, the triangles CDE, CFE, have the base CE common, 
 they have also the same altitude, since their vertices D and F, 
 are situated in a Hne DF parallel to the base : these triangles are 
 therefore equivalent (Prop. II. Cor. 2.). Add to each of them 
 the figure ABCE, and there will result the polygon ABCDE, 
 equivalent to the polygon ABCF. 
 
 The angle B may in like manner be cut off, by substituting 
 for the triangle AfiC the equivalent triangle AGC, and thus 
 the pentagon ABCDE will be changed into an equivalent tri- 
 angle GCF. 
 
 The same process may be applied to every other figure ; 
 for, by successively diminishing the number of its sides, one 
 being retrenched at each step of the process, the equivalent 
 triangle will at last be found. 
 
BOOK IV. 108 
 
 Scholium. We have already seen that every triangle may 
 be changed into an equivalent square (Prob. VI.) ; and thus a 
 square may always be found equivalent to a given rectilineal 
 figure, which operation is called squaring the rectilineal fiigure, 
 or finding the quadrature of it. 
 
 The problem o{ the quadrature of the circle^ consists in find- 
 ing a square equivalent to a circle whose diameter is given. 
 
 PROBLEM X. 
 
 To find the side of a square which shall he equivalent to the sum 
 or the difference of two given squares. 
 
 Let A and B be the sides of the 
 given squares. 
 
 First. If it is required to find a 
 square equivalent to the sum of 
 these squares, draw the two indefi- 
 nite lines ED, EF, at right angles 
 to each other; take ED = A, and 
 EG=B; draw DG: this will be the side of the square re- 
 quired, f 
 
 For the triangle DEG being right angled, the square de- 
 scribed upon DG is equivalent to the sum of the squares upon 
 ED and EG. 
 
 Secondly, If it is required to find a square equivalent to the 
 difference of the given squares, form in the same manner the right 
 angle FEH ; take GE equal to the shorter of the sides A and 
 B ; from the point G as a centre, with a radius GH, equal to 
 the other side, describe an arc cutting EH in H : the square 
 described upon EH will be equivalent to the difference of the 
 squares described upon the lines A and B. 
 
 For the triangle GEH is right angled, the hypothenuse 
 GH=:A, and the side GE=B; hence the square described 
 upon EH, is equivalent to the difference of the squares A 
 and B. 
 
 Scholium. A square may thus be found, equivalent to the 
 sum of any number of squares ; for a similar construction which 
 reduces two of them to one, will reduce three of them to two, 
 and these two to one, and so of others. It would be the same, 
 if any of the squares were to be subtracted from the sum of 
 the others. 
 
104 
 
 GEOMETRY. 
 
 PROBLEM XI. 
 
 To find a square which shall he to a given squai e as a given 
 line to a given line. 
 
 Let AC be the given 
 square, and M and N the 
 given lines. 
 
 Upon the indefinite 
 line EG, take EF=M, 
 and FG=N ; upon EG 
 as a diameter describe 
 a semicircle, and at the point F erect the perpendicular FH. 
 From the point H, dravvr the chords HG, HE, which produce 
 indefinitely : upon the first, take HK equal to the side AB of 
 the given square, and through the point K draw KI parallel to 
 EG ; HI will be the side of the square required. 
 
 For, by reason of the parallels KI, GE, we have HI : HK 
 : : HE : HG; hence, HP : HK^ : : HE^ : HG^: but in the 
 right angled triangle EHG, the square of HE is to the square 
 of HG as the segment EF is to the segment FG (Prop. XI. 
 Cor. 3.), or as M is to N ; hence HP : HK^ : : M : N. But 
 HK=AB ; therefore the square described upon HI is to the 
 square described upon AB as M is to N.* 
 
 PROBLEM XII. 
 
 Upon a given line, to describe a polygon similar to a given 
 
 polygon. 
 
 Let FG be the given 
 line, and AEDCB the 
 given polygon. 
 
 In the given polygon, 
 draw the diagonals AC, 
 AD; at the point F 
 make the angle GFH= 
 BAC, and at the point 
 G the angle FGH=ABC ; the lines FH, GH will cut each 
 other in H, and FGH will be a triangle similar to ABC. In 
 the same manner upon FH, homologous to AC, describe the 
 triangle FIH similar to ADC ; and upon FI, homologous to AD, 
 describe the triangle FIK similar to ADE. The polygon 
 FGHIK will be similar to ABCDE, as required. 
 
 For, these two polygons are composed of the same number 
 of triangles, which are similar and similarly situated (Prop. 
 XXVLSch.). 
 
BOOK IV. 
 
 105 
 
 PROBLEM XIII. 
 
 Tloo similar figures being given, to describe a similar figure 
 which shall be equivalent to their sum or their difference. 
 
 Let A and B be two homologous sides of the given figures. 
 
 Find a square equivalent to the 
 sum or to the difference of the 
 squares described upon A and B ; 
 let X be the side of that square ; 
 then will X in the figure required, 
 be the side which is homologous 
 to the sides A and B in the given 
 figures. The figure itself may then 
 be constructed on X, by the last problem. 
 
 For, the similar figures are as the squares of their homolo- 
 gous sides ; now the square of the side X is equivalent to the 
 sum, or to the difference of the squares described upon the 
 homologous sides A and B ; therefore the figure described upon 
 the side X is equivalent to the sum, or to the difference of the 
 similar figures described upon the sides A and B. 
 
 PROBLEM XIV. 
 
 To describe a figure similar to a given figure, and bearing to it 
 the given ratio of M to N. 
 
 Let A be a side of the given figure, X 
 the homologous side of the figure required. 
 The square of X must be to the square of 
 A, as M is to N : hence X will be found by 
 (Prob. XL), and knowing X, the rest will be 
 accomplished by (Prob. XIL). 
 
106 
 
 GEOMETRY. 
 
 PROBLEM XV. 
 
 To construct a figure similar to the figure P, and equivalent to 
 the figure Q. 
 
 Find M, the side of a square 
 equivalent to the figure P, and 
 N, the side of a square equiva- 
 lent to the figure Q. Let X be 
 a fourth proportional to the three 
 given lines, M, N, AB ; upon 
 the side X, homologous to AB, 
 describe a figure similar to the figure P ; it will also be equiva- 
 lent to the figure Q. 
 
 For, calling Y the figure described upon the side X, we have 
 P ; Y : : AB2 : X^ ; but by construction, AB : X : : M : N, 
 or AB2 : X^ : : M2 : N2 ; hence P : Y : : M'^ : W, But by 
 construction also, M-=P and N2=Q; therefore P : Y : : P : 
 Q; consequently Y=Q; hence the figure Y is similar to the 
 figure P, and equivalent to the figure Q. 
 
 PROBLEM XVI. 
 
 To construct a rectangle equivalent to a given square, and having 
 the sum of its adjacent sides equal to a given line. 
 
 Let C be the square, and AB equal to the sum of the sides 
 of the required rectangle. 
 
 Upon AB as a diame- 
 ter, describe a semicir- 
 cle ; draw the line DE 
 parallel to the diameter, 
 at a distance AD from it, __ 
 
 equal to the side of the A 1?]3 
 
 given square C ; from the point E, where the parallel cutp the 
 circumference, draw EF perpendicular to the diameter ; AF 
 and FB will be the sides of the rectangle required. 
 
 For their sum is equal to AB ; and their rectangle AF.FB is 
 equivalent to the square of EF, or to the square of AD ; hence 
 that rectangle is equivalent to the given square C. 
 
 Scholium, To render the problem possible, the distance AD 
 must not exceed the radius ; that is, the side of the square C 
 must not exceed the half of the line AB. 
 
BOOK IV. 
 
 107 
 
 PROBLEM XVII. 
 
 To construct a rectangle that shall he equivalent to a given 
 square, and the difference of whose adjacent sides shall he 
 equal to a given line. 
 
 Suppose C equal to the given square, and AB the difference 
 of the sides. 
 
 Upon the given line AB as a diame- 
 ter, describe a semicircle : at the ex- 
 tremity of the diameter drav^^ the tan- 
 gent AD, equal to the side of the square 
 C ; through the point D and the centre 
 O draw the secant DF ; then will DE 
 and DF be the adjacent sides of the 
 rectangle required. 
 
 For, first, the difference of these sides 
 is equal to the diameter EF or AB ; 
 secondly, the rectangle DE, DF, is 
 equal to AD^ (Prop. XXX.) : hence that rectangle is equivalent 
 to the given square C. 
 
 PROBLEM XVIII. 
 
 To find the common measure, if there is one, between the diagonal 
 and the side of a square. 
 
 Let ABCG be any square what- 
 ever, and AC its diagonal. 
 
 We must first apply CB upon 
 CA, as often as it may be contained 
 there. For this purpose, let the 
 semicircle DBE be described, from 
 the centre C, with the radius CB. 
 It is evident that CB is contained 
 once in AC, with the remainder 
 AD ; the result of the first operation 
 is therefore the quotient 1, with the remainder AD, which lat- 
 ter must now be compared with BC, or its equal AB. 
 
 We might here take AF=AD, and actually apply it upon 
 AB ; we should find it to be contained twice with a remain- 
 der : but as that remainder, and those which succeed it, con- 
 
108 
 
 GEOMETRY. 
 
 tinue diminishing, and would soon 
 elude our comparisons by their mi- 
 nuteness, this would be but an imper- 
 fect mechanical method, from which 
 no conclusion could be obtained to 
 determine whether the lines AC, CB, 
 have or have not a common measure. 
 There is a very simple way, however, 
 of avoiding these decreasing lines, 
 and obtaining the result, by operating 
 only upon lines which remain always of the same magnitude. 
 
 The angle ABC being a right angle, AB is a tangent, and 
 4E a secant drawn from the same point ; so that AD : AB : : 
 AB : AE (Prop. XXX.). Hence in the second operation, when 
 AD is compared with AB, the ratio of AB to AE may be taken 
 instead of that of AD to AB ; now AB, or its equal CD, is con- 
 tained twice in AE, with the remainder AD r the result of the 
 second operation is therefore the quotient 2 with the remain- 
 der AD, which must be compared with AB. 
 
 Thus the third operation again consists in comparing AD' 
 with AB, and may be reduced in the same manner to the com- 
 parison of AB or its equal CD with AE ; from which there will 
 again be obtained 2 for the quotient, and AD for the re- 
 mainder. 
 
 Hence, it is evident that the process will never terminate ; 
 and therefore there is no common measure between the diago- 
 nal and the side of a square : a truth which was already known 
 by arithmetic, since these two lines are to each other : : V2 : 1 
 (Prop. XI. Cor. 4.), but which acquires a greater degree of 
 clearness by the g-eometrical investigation. 
 
BOOK V. 100 
 
 BOOK V. 
 
 REGULAR POLYGONS, AND THE MEASUREMENT OF THE 
 CIRCLE. 
 
 Definition, 
 
 A Polygon, which is at once equilateral and equiangular, is 
 called a regular polygon. 
 
 Regular polygons may have any number of sides : the equi- 
 lateral triangle is one of three sides ; the square is one of four. 
 
 PROPOSITION I. THEOREM. 
 
 Two regular polygons of the same number of sides are similar 
 
 figures. 
 
 Suppose, for example, 
 that ABCDEF, ahcdefi 
 are two regular hexa- 
 gons. The sum of all the 
 angles is the same in both 
 figures,being in each equal 
 to eight right angles (Book I. Prop. XXVI. Cor. 3.). The angle 
 A is the sixth part of that sum ; so is the angle a : hence the 
 angles A and a are equal ; and for the same reason, the angles 
 B and 5, the angles C and c, &c. are equal. 
 
 Again, since the polygons are regular, the sides AB, BC, CD, 
 &c. are equal, and likewise the sides ah, he, cd, &c. (Def ) ; it is 
 plain that AB : ah : -. BC i he i : CD : cd, &c. ; hence the 
 two figures in question have their angles equal, and their ho- 
 mologous sides proportional ; consequently they are similar 
 (Book IV. Def 1.). 
 
 Cor. The perimeters of two regular polygons of the same 
 number of sides, are to each other as their homologous sides, 
 and their surfaces are to each other as the squares of those sides 
 (Book IV. Prop. XXVIL). 
 
 Scholium. The angle of a regular polygon, like the angle of 
 an equiangular polygon, is determined by the number of its 
 Bides (Book I. Prop. XXVL). 
 
 K 
 
no GEOMETRY. 
 
 PROPOSITION II. THEOREM. 
 
 Any regular polygon may he inscribed in a circle^ and circum- 
 scribed about one. 
 
 Let ABCDE &c. be a regular poly- 
 gon : describe a circle through the three 
 points A, B, C, the centre being O, and 
 OP the perpendicular let fall from it, to 
 the middle point of BC : draw AO and 
 OD. 
 
 If the quadrilateral OPCD be placed 
 upon the quadrilateral OPBA, they will _ 
 
 coincide ; for the side OP is common ; IP 
 
 the angle OPC=:OPB, each being a right angle ; hence the 
 side PC will apply to its equal PB, and the point C will fall on 
 B : besides, from the nature of the polygon, the angle PCD=: 
 PBA ; hence CD will take the direction BA ; and since CD=: 
 BA, the point D will fall on A, and the two quadrilaterals will 
 entirely coincide. The distance OD is therefore equal to AO ; 
 and consequently the circle which passes through the three 
 points A, B, C, will also pass through the point D. By the 
 same mode of reasoning, it might be shown, that the circle 
 which passes through the three points B, C, D, will also pass 
 through the point E ; and so of all the rest : hence the circle 
 which passes through the points A, B, C, passes also through 
 the vertices of all the angles in the polygon, which is therefore 
 inscribed in this circle. 
 
 Again, in reference to this circle, all the sides AB, BC, CD, 
 &c. are equal chords ; they are therefore equally distant from 
 the centre (Book III. Prop. VIII.): hence, if from the point O 
 with the distance OP, a circle be described, it will touch the 
 side BC, and all the other sides of the polygon, each in its mid- 
 dle point, and the circle will be inscribed in the polygon, or the 
 polygon described about the circle. 
 
 Scholium 1. The point O, the common centre of the in- 
 scribed and circumscribed circles, may also be regarded as the 
 centre of the polygon ; and upon this principle the anglo AOB 
 is called the angle at the centre, being formed by two radii 
 drawn to the extremities of the same side AB. 
 
 Since all the chords AB, BC, CD, &c. are equal, all the an- 
 gles at the centre must evidently be equal likewise ; and there- 
 fore the value of each will be found by dividing four right an- 
 gles by the number of sides of the polygon. 
 
BOOK V. 
 
 Ill 
 
 Scholium 2. To inscribe a regu- 
 lar polygon of a certain number of 
 sides in a given circle, we have only 
 to divide the circumference into as 
 many equal parts as the polygon 
 has sides : for the arcs being equal, 
 the chords AB, BC, CD, &c. will 
 also be equal ; hence likewise the 
 triangles AOB, BOC, COD, must 
 be equal, because the sides are equal each to each ; hence all 
 the angles ABC, BCD, CDE, &c. will be equal ; hence the 
 figure ABCDEH, will be a regular polygon. 
 
 PROPOSITION III. PROBLEM. 
 
 To inscribe a square in a given circle. 
 
 Draw two diameters AC, BD, cut- 
 ting each other at right angles ; join 
 their extremities A, B, C, D : the figure 
 ABCD will be a square. For the an- 
 gles AOB, BOC, &c. being equal, the 
 chords AB, BC," &c. are also equal : 
 and the angles ABC, BCD, &c. being 
 in semicircles, are right angles. 
 
 Scholium. Since the triangle BCO is right angled and isos- 
 celes, we have BC : BO : : v/2 : 1 (Book IV. Prop. XI. 
 (Jor. 4.) ; hence the side of the inscribed square is to the radius^ 
 as the square root of 2, is to unity. 
 
 PROPOSITION IV. PROBLEM. 
 
 In a given circle, to inscribe a regular hexagon and an equilate- 
 
 ral triangle. 
 
112 
 
 GEOMETRY. 
 
 Suppose the problem solved, 
 and that AB is a side of the in- 
 scribed hexagon ; the radii AO, 
 OB being drawn, the triangle 
 AOB will be equilateral. 
 
 For, the angle AOB is the sixth 
 part of four right angles ; there- 
 fore, taking the right angle for 
 unity, we shall have AOB=| — 
 f : and the two other angles 
 ABO, BAO, of the same trian- 
 gle, are together equal to 2 — | 
 =f ; and being mutually equal, _ 
 
 each of them must be equal to | ; hence the triangle ABO W 
 equilateral ; therefore the side of the inscribed hexagon is equal 
 to the radius. 
 
 Hence to inscribe a regular hexagon in a given circle, the 
 radius must be applied six times to the circumference ; which 
 will bring us round to the point of beginning. 
 
 And the hexagon ABCDEF being inscribed, the equilateral < 
 triangle ACE may be formed by joining the vertices of the 
 alternate angles. 
 
 Scholium, The figure ABCO is a parallelogram and even 
 a rhombus, since AB=BC=CO=AO ; hence' the sum of the 
 squares of the diagonals AC^+BO- is equivalent to the sum of 
 the squares of the sides, that is, to 4AB^ or 4B0^ (Book IV. 
 Prop XiV. Cor.) : and taking away BO^ from both, there will 
 remain AC2=3BO^ hence AC^ : BO^ : : 3 : l,orAC : BO 
 : : \/3 : 1 ; hence the side of the inscribed equilateral triangle 
 is to the radius as the square root of three is to unitu* 
 
 PROPOSITION V. PROBLEM. 
 
 In a given circle^ to inscribe a regular decagon; then apentagony 
 and also a regular polygon of fifteen sides. 
 
BOOK V. 
 
 113 
 
 Divide the radius AO in 
 extreme and mean ratio at 
 the point M (Book IV. Prob. 
 IV.) ; take the chord AB equal 
 to OM the greater segment ; 
 AB will be the side of the 
 regular decagon, and will re- 
 quire to be applied ten times 
 to the circumference. 
 
 For, drawing MB, we have 
 by construction, AO : OM 
 : : OM : AM ; or, since AB 
 C.OM, AO : AB : : AB : 
 AM ; since the triangles ABO, AMB, have a common angle A, 
 included between proportional sides, they are similar (Book 
 IV. Prop. XX.). Now the U'iangle OAB being isosceles, AMB 
 must be isosceles also, and AB=BM ; but AB=:OM ; hence 
 also MB = OM ; hence the triangle BMO is isosceles. 
 
 Again, the angle AMB being exterior to the isosceles trian- 
 gle BMO, is double of the interior angle O (Book I. Prop. 
 XXV. Cor. 6,) : but the angle AMBzrrMAB ; hence the trian- 
 gle OAB is such, that each of the angles OAB or OBA, at its 
 base, is double of O, the angle at its vertex ; hence the three 
 angles of the triangle are together equal to five times the angle 
 O, which consequently is the fifth part of the two right angles, 
 or the tenth part of four ; hence the arc AB is the tenth part 
 of the circumference, and the chord AB is the side of the reg- 
 ular decagon. 
 
 2d. By joining the alternate corners of the regular decagon, 
 the pentagon ACEGI will be formed, also regular. 
 
 3d. AB being still the side of the decagon, let AL be the 
 side of a hexagon ; the arc BL will then, with reference to 
 the whole circumference, be } — j\, or yV ; hence the chord BL 
 will be the side of the regular polygon of fifteen sides, or pente- 
 decagon. It is evident also, that the arc CL is the third of CB. 
 
 Scholium. Any regular polygon being inscribed, if the arcs 
 subtended by its sides be severally bisected, the chords of those 
 semi-arcs will form a new regular polygon of double the num- 
 ber of sides : thus it is plain, that the square will enable us to in- 
 scribe successively regular polygons of 8, 16, 32, &c. sides. And 
 m like manner, by means of the hexagon, regular polygons of 
 12, 24, 48, &c. sides may be inscribed ; by means of the deca- 
 gon, polygons of 20, 40, 80, &c. sides ; by means of the pente- 
 decagon, polygons of 30, 60, 120, &c. sides. 
 
 It is further evident, that any of the inscribed polygons will 
 be less than the inscribed polygon of double the number of 
 sides, since a part is less than the whole. 
 
 K* 
 
114 
 
 GEOMETRY. 
 
 PROPOSITION VI. PROBLEM. 
 
 A regular inscribed poly gon being gimn^ to circumscribe a sim 
 ilar polygon about the same circle. 
 
 Let CBAFED be a regular polygon. 
 
 At T, the middle point 
 of the arc AB, apply the 
 tangent GH, which will 
 be parallel to AB (Book 
 III. Prop. X.)-; do the 
 same at the middle point 
 of each of the arcs BC, 
 CD, &c. ; these tangents, 
 by their intersections, 
 will form the regular 
 circumscribed polygon 
 GHIK &c. similar to 
 the one inscribed. _^ 
 
 ik: Q ii 
 
 Since T is the middle point of the arc BTA, and N the mid- 
 dle point of the equal arc BNC, it follows, that BT=:BN ; or 
 that the vertex B of the inscribed polygon, is at the middle 
 point of the arc NBT. Draw OH. The line OH will pass 
 through the point B. 
 
 For, the right angled triangles OTH, OHN, having the com- 
 mon hypothenuse OH, and the side OT=:ON, must be equal 
 (Book I. Prop. XVH.), and consequently the angle TOHr:r 
 HON, wherefore the line OH passes through the middle point 
 B of the arc TN. For a like reason, the point 1 is in the pro- 
 longation of OC ; and so with the rest. 
 
 But, since GH is parallel to AB, and HI to BC, the angle 
 GHI=ABC (Book I. Prop. XXIV.) ; in like manner HIKrr 
 BCD ; and so with all the rest : hence the angles of the cir- 
 cumscribed polygon are equal to those of the inscribed one. 
 And further, by reason of these same parallels, we have GH : 
 AB : : OH : OB, and HI : BC : : OH : OB ; thefefore GH : 
 AB : : HI : BC. But AB=BC, therefore GHrrHI. For the 
 same reason, HI =IK, &c.; hence the sides of the circum- 
 scribed polygon are all equal ; hence this polygon is regular, 
 and similar to the inscribed one. 
 
 Ccr. 1. Reciprocally, if the circumscribed polygon GHIK 
 &c. were given, and the inscribed one ABC &c. were re- 
 quired to be deduced from it, it would only be necessary to 
 
BOOR V. 
 
 115 
 
 draw from the angles G, H, I, &c 
 lines OG, OH, &c. meeting the 
 A, B, C, &c. ; then to join 
 AB, BC, &c. ; this would form 
 easier solution of this problem 
 points of contact T, N, P, <fec. 
 which likewise would form an 
 the circumscribed one. 
 
 . of the given polygon, straight 
 circumference in the points 
 
 those points by the chords 
 the inscribed polygon. An 
 
 would be simply to join the 
 
 by the chords TN, NP, &c. 
 
 inscribed polygon similar to 
 
 Cor, 2. Hence we may circumscribe about a circle any 
 regular polygon, which can be inscribed within it, and con- 
 versely. 
 
 Cor. 3. It is plain that NH + HT=rHT + TG=HG, one of 
 the equal sides of the polygon. 
 
 PROPOSITION VII. PROBLEM. 
 
 A circle and regular circumscribed polygon being given, it is 
 required to circumscribe the circle by another regular polygon 
 having double the number of sides. 
 
 Let the circle whose centre is P, be circumscribed by the 
 square CDEG ; it is required to find a regular circumscribed 
 octagon. 
 
 Bisect the arcs AH, HB, BF, 
 FA, and through the middle 
 points c, d, a, b, draw tangenls to 
 the circle, and produce them till 
 they meet the sides of the square : 
 then will the figure ApKdB &c. 
 be a regular octagon. 
 
 For, having drawn Vd, Va, let 
 the quadrilateral P^^B, be ap- 
 plied to the quadrilateral PB/a, 
 so that PB shall fall on PB. 
 Then, since the angle dVB is 
 equai to the angle BPa, each being half a right angle, the line 
 Vd will fall on its equal Va, and the point d on the point a. But 
 the angles Vdg, Vaf, are right angles (Book HI. Prop. IX.) ; 
 hence the line dg will take the direction af. The angles PB^, 
 PB/, are also right angles ; hence B^ will take the direction 
 Bf ; therefore, the two quadrilaterals will coincide, and the 
 point ^ will fall at/; hence, B^=Bf, c?^=«/, and the angle 
 dgB = Bfa. By applying in a similar manner, the quadrilate- 
 rals BBfa, VFha, it may be shown, that af^ah, fB=Fh, and 
 the angle Bfa—ahF. But since the two* tangents /z, /B, are 
 
116 GEOMETRY. 
 
 equal (Book III. Prob. XIV. Sch.), it follows that fh, which is 
 twice /a, is equal to^, which is twice /B. 
 
 In a similar manner it may be shown that /(/r=/ii, and the 
 angle Yit=Yha, or that any two sides or any two angles of the 
 octagon are equal : hence the octagon is a regular polygon (Def.). 
 The construction which has been made in the case of the square 
 and the octagon, is equally applicable to other polygons. 
 
 Cor It is evidentthat the circumscribed square is greater than 
 the circumscribed octagon by the four triangles, Cnp, kDgf 
 hEf, Git ; and if a regular polygon of sixteen sides be circum- 
 scribed about the circle, we may prove in a similar way, that 
 the figure having the greatest number of sides will be the least ; 
 and the same may be shown, whatever be the number of sides 
 of the polygons : hence, in general, any circumscribed regular 
 polygon, will he greater than a circumscribed regular polygon 
 having double the number of sides. 
 
 PROPOSITION VIII. THEOREM. 
 
 Two regular polygons, of the same number of sides, can always 
 be formed, the one circumscribed about a circle, the other in- 
 scribed in it, which shall differ from each other by less than 
 any assignable surface. 
 
 Let Q be the side of a square 
 less than the given surface. 
 Bisect AC, a fourth pare of 
 the circumference, and then bi 
 sect the half of this fourth, and 
 proceed in this manner, always 
 bisecting one of the arcs formed ^ 
 by the last bisection, until an 
 arc is found whose chord AB is - 
 less than Q. As this arc will 
 be an exact part of the circum- 
 ference, if we apply chords AB, 
 BC, CI), &c. each equal to AB, the last will terminate at A, 
 and there will be formeji a regular polygon ABCDE &c. in 
 the circle. 
 
 Next, describe about the circle a similar polygon abcde (fee. 
 (Prop. VI.) : the difference of these two polygons will be less 
 than the square of Q. 
 
 For, from the points a and b, draw the lines aO, bO, to the 
 centre O : they will pass through the points A and B, as was 
 
BOOK V. 117 
 
 shown in Prop. VI. Draw also OK to the point of contact 
 K : it will bisect AB in I, and be perpendicular to it (Book III. 
 Prop. VI. Sch.). Produce AO to E, and draw BE. 
 
 Let P represent the circumscribed polygon, and p the in- 
 scribed polygon : then, since the triangles aOb, AOB, are like 
 parts of P and p, we shall have 
 
 aOb -i AOB : : P : p (Book II. Prop. XI.) : 
 But the triangles being similar, 
 
 aOb : AOB : : Oa'' : 0A«, or OK^ 
 Hence, P : p : : Oa^ : OK^ 
 
 Again, since the triangles 0«K, EAB are similar, havmg 
 their sides respectively parallel, 
 
 Oa'^ : OK^ : : AE^ r EB\ hence, 
 F : p : : AE^ : EB^ or by division, 
 
 P : P-p : : AE=^ : AE^^-EB^ or AB^. 
 But P is less than the square described on the diameter AE 
 (Prop. VII. Cor.); therefore F—p is less than the square de- 
 scribed on AB ; that is, less than the given square on Q : hence 
 the difference between the circumscribed and inscribed poly- 
 gons may always be made less than a given surface. 
 
 Cor. 1. A circumscribed regular polygon, having a given 
 number of sides, is greater than the circle, because the circle 
 makes up but a part of the polygon : and for a like reason, the 
 inscribed polygon ie less than the circle. But by increasing 
 the number of sides of the circumscribed polygon, the polygon 
 is diminished (Prop. VII, Cor.), and therefore approaches to 
 an equality with the circle ; and as the number of sides of 
 the inscribed polygon is increased, the polygon is increased 
 (Prop. V. Sch.), and therefore approaches to an equality with 
 the circle. 
 
 Now, if the number of sides of the polygons he indefinitely in- 
 creased, the length of each side will be indefinitely small, and the 
 polygons will ultimately become equal to each other, and equal 
 also to the circle. 
 
 For, if they are not ultimately equal, let D represent their 
 smallest difference. 
 
 Now, it has been proved in the proposition, that the differ- 
 ence between the circumscribed and inscribed polygons, can 
 be made less than any assignable quantity : that is, less than 
 D : hence the difference between tlie oolygons is equal to D, 
 and less than D at the same time, which is absurd : therefore, 
 the polygons are ultimately equal. But when they are equal 
 to each other, each must also be equal to the circle, since the 
 circumscribed polygon cannot fair within the circle, nor the 
 inscribed polygon without it. 
 
118 
 
 GEOMETRY. 
 
 Cor. 2. Since the circumscribed polygon has the same num- 
 ber of sides as the corresponding inscribed polygon, and since 
 the two polygons are regular, they will be similar (Prop, I.) ; 
 and therefore when they become equal, they will exactly coin- 
 cide, and have a common perimeter. But as the sides of the 
 circumscribed polygon cannot fall within the circle, nor the 
 sides of the inscribed polygon without it, it follows that the 
 perimeters of the polygons will unite on the circumference of the 
 circle, and become equal to it. 
 
 Cor. 3. When the number of sides of the inscribed polygon 
 is indefinitely increased, and the polygon coincides with the 
 circle, the line 01, drawn from the centre O, perpendicular to 
 the side of the polygon, will become a radius of the circle, and 
 any portion of the polygon, as ABCO, will become the sector 
 OAKBC, and the part of the perimeter AB + BC, will become 
 thearcAKBC. 
 
 PROPOSITION IX. THEOREM. 
 
 Tile area of a regular polygon is equal to its perimeter, multi- 
 plied by half the radius of the inscribed circle. 
 
 Let there be the regular polygon 
 GHIK, and ON, OT, radii of the in- 
 scribed circle. The triangle GOH 
 will be measured by GH x ^OT ; the 
 triangle OHI, by HIxiON: but 
 ON^^OT; hence the two triangles 
 taken together will be measured by 
 (GH + HI)xiOT. And, by con- 
 tinuing the same operation for the 
 other triangles, it will appear that 
 the sum of them all, or the whole 
 polygon, is measured by the sum of the bases GH, HI, &c. 
 or the perimeter of the polygon, multiplied into ^OT, or half 
 the radius of the inscribed circle. 
 
 Scholium. The radius OT of the inscribed circle is nothing 
 else than the perpendicular let fall from the centre on one of 
 the sides : it is sometimes named the apothem of the polygon. 
 
BOOK V. 
 
 no 
 
 PROPOSITION X. THEOREM. 
 
 The perimeters of two regular polygons, having the same num- 
 ber of sides, are to each other as the radii of the circumscribed 
 circles, and also, as the radii of the inscribed circles ; and their 
 areas are to each other as the squares of those radii. 
 
 Let AB be the side of the one poly- 
 gon, O the centre, and consequently 
 OA the radius of the circumscribed 
 circle, and OD, perpendicular to AB, 
 the radius of the inscribed circle ; let 
 ah, in like manner, be a side of the 
 other polygon, o its centre, oa and od 
 the radii of the circumscribed and the 
 inscribed circles. The perimeters of 
 the two polygons are to each other as the sides AB and ah 
 (Book IV. Prop. XXVII.) : but the angles A and a are equal, 
 being each half of the angle of the polygon ; so also are the 
 angles B and b ; hence the triangles ABO, abo are similar, as 
 are likewise the right angled triangles ADO, ado ; hence 
 AB : ab : : AO : ao : : DO : do ; hence the perimeters of the 
 polygons are to each other as the radii AO, ao of the circum- 
 scribed circles, and also, as the radii DO, do of the inscribed 
 circles. 
 
 The surfaces of these polygons are to each other as the 
 squares of the homologous sides AB, ab ; they are therefore 
 likewise to each other as the squares of AO,ao,the radii of the 
 circumscribed circles, or as the squares of OD, oc?,the radii of 
 the inscribed circles. 
 
 PROPOSITION XI. THEOREM. 
 
 The circumferences of circles are to each other as their radii, 
 and the areas are to each other as the squares of their radii. 
 
120 
 
 GEOMETRY. 
 
 Let us designate the circumference of the circle whose radius 
 is CA by arc. CA ; and its area, by area CA : it is then to be 
 shown that 
 
 circ, CA : circ, OB : : CA : OB, and that 
 area CA : area OB : : CA^ : OB^ 
 
 Inscribe within the circles two regular polygons of the same 
 number of sides. Then, whatever be the number of sides, 
 their perimeters will be to each other as the radii CA and OB 
 (Prop. X.). Now, if the arcs subtending the sides of the poly- 
 gons be co/itinually bisected, until the number of sides of the 
 polygons shall be indefinitely increased, the perimeters of the 
 polygons will become equal to the circumferences of the cir- 
 cumscribed circles (Prop. VIII. Cor. 2.), and we shall have 
 circ, CA : circ, OB : : CA : OB. 
 
 Again, the areas of the inscribed polygons are to each other 
 as CA^ to OB^ (Prop. X.). But when the number of sides of 
 the polygons is indefinitely increased, the areas of the polygons 
 become equal to the areas of the circles, each to each, (Prop. 
 VIII. Cor. 1.) ; hence we shall have 
 
 area CA : area OB : : CA^ : OB^. 
 
 V 
 
 :e 
 
 Cor, The similar arcs AB, 
 DE are to each other as their 
 radii AC, DO ; and the similar 
 sectors ACB, DOE, are to each 
 other as the squares of their 
 radii. 
 
 For, since the arcs are simi- ^ ' 
 
 lar, the angle C is equal to the angle O (Book IV. Def. 3.) ; 
 but C is to four right angles, as the arc AB is to the whole cir- 
 cumference described with the radius AC (Book III. Prop. 
 XVII.) ; and O is to the four right angles, as the arc DE is to 
 the circumference described with the radius OD : hence the 
 arcs AB, DE, are to each other as the circumferences of which 
 
BOOK V. 121 
 
 they form part : but these circumferences are to each other as 
 their radii AC, DO ; hence 
 
 arc AB : arc DE : : AC : DO. 
 For a Hke reason, the sectors ACB, DOE are to each other 
 as the whole circles ; which again are as the squares of their 
 radii ; therefore 
 
 sect, ACB : sect. DOE ; : AC^ : D0\ 
 
 PROPOSITION XII. THEOREM. 
 
 The area of a circle is equal to the product of its circumference by 
 half the radius. 
 
 Let ACDE be a circle whose 
 centre is O and radius OA : then 
 will 
 
 area OA=^OAx arc. OA. 
 
 For, inscribe in the circle any ^ 
 regular polygon, and draw OF 
 perpendicular to one of its sides. 
 Then the area of the polygon 
 will be equal to ^OF, multiplied 
 by the perimeter (Prop. IX.). 
 Now, let the number of sides of the polygon be indefinitely 
 increased by continually bisecting the arcs which subtend the 
 sides : the perimeter will then become equal to the circumfe- 
 rence of the circle, the perpendicular OF will become equal to 
 OA, and the area of the polygon to the area of the circle 
 (Prop. VIIL Cor. 1. & 3.). But the expression for the area 
 will then become 
 
 area OA=^OA x circ, OA : 
 consequently, the area of a circle is equal to the product of 
 half the radius into the circumference. 
 
 Cor. 1. The area of a sector is equal 
 to the arc of that sector multiplied by half 
 its radius. 
 
 For, the sector ACE is to the whole 
 circle as the arc AMB is to the whole 
 circumference ABD (Book III. Prop. 
 XVII. Sch. 2.), or as AMBx^AC is to 
 ABDx^AC. But the whole circle is 
 equal to ABD x ^AC ; hence the sector 
 ACB is measured by AMB x i AC. 
 
 L 
 
Iii2 GEOMETRY. 
 
 Cor. 2. Let the circumference of the 
 . circle whose diameter is unity, be denoted 
 by n: then, because circumferences are 
 to each other as their radii or diameters, 
 we shall have the diameter I to its cir- 
 cumference TT, as the diameter 2CA is 
 to the circumference whose radius is CA, 
 that is, 1 : 7t : : 2CA : arc. CA, tliere- 
 fore circ. CA=7r x 2CA. Multiply both 
 terms by iCA ; we have ]CJA x circ. CA 
 = 7tx CA^ or area CA=7i x CA^ : hence- the area of a circle is 
 equal to the product of the square of its radius by the constant 
 number ^, which represents the circumference whose diameter 
 is 1, or the ratio of the circumference to the diameter. 
 
 In like manner, the area of the circle, w-hose radius is OB, 
 will be equal to ^r x OB'^ ; but tt x CA^ : n x OB^ : : CA^ : OB^ ; 
 hence the areas of circles are to each other as the squares of 
 their radii, which agrees with the preceding theorem. 
 
 Scholium. We have already observed, that the problem of 
 the quadrature of the circle consists in finding a square equal 
 in surface to a circle, the radius cf which is known. Now it 
 has just been proved- that a circle is equivalent to the rectangle 
 contained by its circumference and half its radius ; and this 
 rectangle may be changed into a square, by finding a mean 
 proportional between its length and its breadth (Book IV. 
 Frob. III.). To square the circle, therefore, is to find the cir- 
 cumference when the radius is given ; and for effecting this, it 
 is enough to know the ratio of tTie circumference to its radius, 
 or its diameter. 
 
 Hitherto the ratio in question has never been determined 
 except approximatively ; but the approximation has been car- 
 ried so far, that a knowledge of the exact ratio would afford 
 no real advantage whatever beyond that of the approximate 
 ratio. Accordingly, this problem, which engaged geometers 
 so deeply, when their methods of approximation were less per- 
 fect, is now degraded to the rank of those idle questions, with 
 w^hich no one possessing the slightest tincture of geometrical 
 science will occupy any portion of his time. 
 
 Archimedes showed that the ratio of the circumference to 
 the diameter is included between 3|^ and 3|f ; hence 3^ or 
 \2 affords at once a pretty accurate approximation to the num- 
 ber above designated by ?? ; and the simplicity of this first ap- 
 proximation has brought it into very general use. Metius, 
 for the same number, found the much more accurate value ?f |. 
 At last the value of 7r,-developed to a certain order of decimals, 
 wasfound by other calculators to be 3.1415926535897932, 6ic.i 
 
BOOK V. 123 
 
 and some have had patience enough to continue these decimals 
 to the hundred and twenty-seventh, or even to the hundred 
 and fortieth place. Such an approximation is evidently equi- 
 valent to perfect correctness : the root of an imperfect power 
 is in no case more accurately known. 
 
 Tiie following problem will exhibit one of the simplest ele- 
 nientary methods of obtaining those approximations. 
 
 PROPOSITION XIII. PROBLEM. 
 
 The surface of a regular inscribed poly gon^ and that of a simi- 
 lar polygon circumscribed, being given; to find the surfaces of 
 the regular inscribed and circumscribed polygons having 
 double the number of sides. 
 
 Let AB be a side of the given 
 inscribed polygon; EF, parallel to 
 AB, a side of the circumscribed 
 polygon ; C the centre of the cir- 
 cle. If the chord AM and the 
 tangents AP, BQ, be drawn, AM 
 will be a side of the inscribed 
 polygon, having twice the num- 
 ber of sides; and AP+PM= 2PM 
 or PQ, will be a side of the simi- 
 lar circumscribed polygon (Prop. - 
 VI. Cor. 3.). Now, as the same ^ 
 construction will take place at each of the angles equal to 
 ACM, it will be sufficient to consider ACM by itself, the tri- 
 angles connected with it being evidently to each other as the 
 whole polygons of which they form part. Let A, then, be 
 the surface of the inscribed polygon whose side is AB, B that 
 of the similar circumscribed polygon ; A' the surface of the 
 polygon whose side is AM, B' that of the similar circumscribed 
 polygon : A and B are given ; we have to find A' and B'. 
 
 First. The triangles ACD, ACM, having the common ver- 
 tex A, are to each other as their bases CD, CM ; they are like- 
 wise to each other as the polygons A and A', of which they 
 form part : hence A : A' : : CD : CM. Again, the triangles 
 CAM, CME, having the common vertex M, are to each other 
 as their bases CA, CE ; they are likewise to each other as the 
 polygons A' and B of which they form part ; hence A' : B : : 
 CA : CE. But since AD and ME are parallel, we have 
 CD : CM : : CA : CE; hence A : A' : : A' : B ; hence the 
 polygon xV, one of those required, is a mean proportional between 
 the two given polygons A and B and consequently A' = V A x B. 
 
121 GEOMETRY. 
 
 Secondly- The altitude CM be- 
 ing common, the triangle CPM is 
 to Jthe triangle CPE as PM is to 
 PE ; but since CP bisects the an- 
 gle MCE, we have PM : PE : : 
 CM : CE (Book IV. Prop. 
 XYII.)::CD : CA : : A : A' : 
 hence CPM : CPE : : A : A' ; 
 and consequently CPM : CPM + 
 CPEorCME::A:A + A'. But 
 CMPA, or 2CMP, and CME are 
 to each other as the polygons B' ^ 
 
 and B, of which they form part : hence B' : B : : 2A : A + A'. 
 Now A' has been already determined ; this new proportion will 
 
 serve for determining B', and give us B'— - ^; and thus by 
 
 A+ A' 
 means of the polygons A and B it is easy to find the polygons 
 A' and B', which shall have double the number of sides. 
 
 PROPOSITION XIV. PROBLEM. 
 
 To find the approximate ratio of the circumference to the 
 diameter. 
 
 Let the radius of the circle be 1 ; the side of the inscribed 
 square will be \/2 (Prop. III. Sch.), that of the circumscribed 
 square will be equal to the diameter 2 ; hence the surface of 
 the inscribed square is 2, and that of the circumscribed square 
 is 4. Let us therefore put A:r=2, and B=4 ; by the last pro- 
 position we shall find the inscribed octagonA' r= V8=2.8284271, 
 
 1 r* 
 and the circumscribed octagon B'=^-—t^= 3.3 137085. The 
 
 mscribed and the circumscribed octagons being thus deter- 
 mined, we shall easily, by means of them, determine the poly- 
 gons having twice the number of sides. We have only in this 
 case to put A=:2.8284271, B = 3.3137085 ; we shall find A' = 
 
 2A B 
 
 N/A.B = 3.0614674,and B'=j— ^, = 3.1825979. These poly- 
 gons of 16 sides will in their turn enable us to find the polygons 
 of 32 ; and the process may be continued, till there remains 
 no longer any difference between the inscribed and the cir- 
 cumscribed polygon, at least so far as that place of decimals 
 where the computation stops, and so far as the seventh place, 
 in this example. Being arrived at this point, we shall infer 
 
BOOK V. 12? 
 
 that the last result expresses the area of the circle, which, 
 since it must always lie between the inscribed and the circum- 
 scribed polygon, and since those polygons agree as far as a 
 certain place of decimals, must also agree with both as far as 
 the same place. 
 
 We have subjoined the computation of those polygons, car- 
 r^'ed on till they agree as far as the seventh place of decimals. 
 
 Number of sides Inscribed polygon. Circumscribed polygon. 
 
 4 2.0000000 .... 4.0000000 
 
 8 2.8284271 .... 3.3187085 
 
 IG 3.0G14674 .... 3.1825979 
 
 32 3.1214451 .... 3.1517249 
 
 64 .... . 3.1365485 .... 3.1441184 
 
 128 3.1403311 .... 3.1422236 
 
 256 3.1412772 .... 3.1417504 
 
 512 3.1415138 .... 3.1416321 
 
 1024 3.1415729 .... 3.1416025 
 
 2048 3.1415877 .... 3.1415951 
 
 4096 3.1415914 .... 3.1415933 
 
 8192 3.1415923 .... 3.1415928 
 
 16384 3.1415925 .... 3.1415927 
 
 32768 3.1415926 .... 3.1415926 
 
 The area of the circle, we infer therefore, is equal to 
 3.1415926. Some doubt may exist perhaps about the last de- 
 cimal figure, owing to errors proceeding from the parts omitted ; 
 but the calculation has been carried on with an additional 
 figure, that the final result here given might be absolutely cor- 
 rect even to the last decimal place. 
 
 Since the area of the circle is equal to half the circumfe- 
 rence multiplied by the radius, the half circumference must be 
 3.1415926, when the radius is 1 ; or the whole circumference 
 must be 3.1415926, when the diameter is 1 : hence the ratio 
 of the circumference to the diameter, formerly expressed by tt, 
 is equal to 3.1415926. The number 3.1416 is the one gene- 
 rally used. I^* 
 
126 GEOMETRY. 
 
 V 
 
 BOOK VI. 
 
 PLANES AND SOUD ANGLES. 
 
 Definitions, 
 
 1. A straight line is perpendicular to a plane, when it is per- 
 pendicular to all the straight lines which pass through its foot 
 in the plane. Conversely, the plane is perpendicular to the 
 line. 
 
 The foot of the perpendicular is the point in which the per- 
 pendicular line meets the plane. 
 
 2. A line is parallel to a plane, when it cannot meet thai 
 plane, to whatever distance both be produced. Conversely, 
 the plane is parallel to the line. 
 
 3. Two planes are parallel to each other, when they cannot 
 meet, to whatever distance both be produced. 
 
 4. The angle or mutual inclination of two planes is the quan- 
 tity, greater or less, by which they separate from each other ; 
 this angle is measured by the angle contained between two 
 lines, one in each plane, and both perpendicular to the common 
 intersection at the same point. 
 
 This angle may be acute, obtuse, or a right angle. 
 If it is a right angle, the two planes are perpendicular to 
 each other. 
 
 5. A solid angle is the angular space in- S 
 eluded between several planes which meet , y/f^ 
 at the same point. yy l \ 
 
 Thus, the solid angle S, is formed by ..^ /Y / 1 
 the union of the planes ASB, BSC, CSD, JJ^—f-^C 
 
 ^®^- .. / / 
 Three planes at least, are requisite to ^ ^ 
 
 form a solid angle. -^ ^ 
 
BOOK VI. 127 
 
 PROPOSITION I. THEOREM. 
 
 A straight line cannot be partly in a plane, and partly out of it. 
 
 For, by the definition of a plane, when a straight li.ne has 
 two points common with a plane, it lies wholly in that plane. 
 
 Scholium. To discover whether a surface is plane, it is ne- 
 cessary to apply a straight line in different ways to that sur- 
 face, and ascertain if it touches the surface throughout its whole 
 extent. 
 
 PROPOSITION II. THEOREM. 
 
 Two straight lines, which intersect each other, lie in the same 
 plane, and determine its position. 
 
 Let AB, AC, be two straight lines which 
 intersect each other in A ; a plane may be 
 conceived in which the straight Hne AB is 
 found ; if this plane be turned round AB, until 
 it pass through the point C, then the line AC, 
 which has two of its points A and C, in this 
 plane, lies wholly in it ; hence the position of 
 the plane is determined by the single condition of containing 
 the two straight lines AB, AC. 
 
 Cor. 1. A triangle ABC, or three points A, B, C, not in a 
 straight line, determine the position of a plane. 
 
 Cor. 2. Hence also two parallels 
 AB, CD, determine the position of a 
 plane ; for, drawing the secant EF, 
 the plane of the two straight lines 
 AE, EF, is that of the parallels 
 AB, CD. 
 
 PROPOSITION III. THEOREM. 
 
 If two planes cut each other, their common intersection will be a 
 straight line. 
 
128 
 
 GEOMETRY. 
 
 Let the two planes AB, CD, cut 
 each other. Draw tlie straight line 
 EF, joining any two points E and F in 
 the common section of the two planes. 
 This line will lie wholly in the plane 
 AB, and also wholly in the plane CD 
 (Book J. Def. 6.) : therefore it will be 
 in both planes at once, and conse- 
 quently is their common intersection. 
 
 -,P=*C1 
 
 »^.. 
 
 .--B 
 
 D 
 
 ■iS PROPOSITION. IV. THEOREM. 
 
 If a straight line be perpendicular to two straight lines at their 
 point of intersection^ it will be perpendicular to the plane oj 
 those lines. 
 
 Let MN be the plane of the 
 two lines BB, CC, and let AP 
 be perpendicular to them at 
 their point of intersection P ; 
 then will AP be perpendicular 
 to every line of the plane pass- 
 ing through P, and consequently 
 to the plane itself (Def. 1.). 
 
 Through P, draw in the plane 
 MN, any straight line as PQ, 
 and through any point of this 
 line, a:s Q, drawBQC, eo that BQ shall be equal to QC (Book 
 IV. Prob. V.) ; draw AB, AQ, AC. 
 
 The base BC being divided into two equal parts at the point 
 Q, the triangle BPC will give (Book IV. Prop. XIV.), 
 PCHPB2=2PQH2QC2. 
 
 The triangle BAC will in like manner give, 
 
 AC2+AB2=2AQ-+2QCl - 
 
 Taking the first equation from the second, and observing 
 that the triangles APC, APB, which are both right angled at 
 P, give 
 
 AC2— PC2= AP2, and AB^— PB2= AP^ ; 
 we shall have 
 
 AP2+AP2=2AQ2— 2PQ^. 
 
 Therefore, by taking the halves of both, we have 
 AP2=:AQ^— PQ2, or AQ^^AF+PQ^ ; 
 hence the triangle APQ is right angled at P ; hence AP is per- 
 pendicular to PQ. 
 
BOOK VI. 
 
 120 
 
 Schohupi. Thus it is evident, not only tiiat a straight line 
 may be perpendicular to all the straight lines which pass 
 through iis foot in a plane, but that it always must be so, when 
 ever it is perpendicular to two straight lines drawn in the 
 plana ; which proves the first Definition to be accurate. 
 
 Cor. 1. The perpendicular AP is shorter than any oblique 
 line AQ ; therefore it measures the true distance from the point 
 A to the plane MN. 
 
 Cor. 2. At a given point P on a plane, it is impossible to 
 erect more than one perpendicular to that plane ; for if there 
 could be two perpendiculars at the same point P, draw through 
 these two perpendiculars a plane, whose intersection with the 
 plane MN is PQ ; then these two perpendiculars would be per- 
 pendicular to the line PQ, at the same point, and in the same 
 plane, which is impossible (Book I. Prop. XIV. Sch.). 
 
 It is also impossible to let fall from a given point out of a 
 plane two perpendiculars to that plane ; for let AP, AQ, be 
 these tv:o perpendiculars, then the triangle APQ would have 
 two right angles APQ, AQP, which is impossible. 
 
 PROPOSITION V. THEOREM. 
 
 If from a point without a plane, a perpendicular be drawn to the 
 plane, and oblique lines be drawn to different points, 
 
 1st. Any two oblique lines equally distant from the perpendicular 
 will be equal. 
 
 2d. Of any two oblique lines unequally distant from the perpen- 
 dicular, the more distant will be the longer. 
 
 Let AP be perpendicular to 
 the plane MN ; AB, AC, AD, 
 oblique hues equally distant 
 from the perpendicular, and 
 AE a line more remote : then 
 will AB-AC=AD; and AE 
 will be greater than AD. 
 
 For, the angles APB, APC, 
 APD, being right angles, if we 
 suppose the distances PB, PC, 
 PI), to be equal to each other, the triangles APB, APC, APD, 
 will have in each an equal angle contained by two equal sides ; 
 herefore they will be equal ; hence the hypothenuses, or the 
 oblique lines AB, AC, AD, will be equ^l to each other. In like 
 
130 
 
 GEOMETRY. 
 
 manner, if the distance PE is greater than PD or its pqual PB, 
 the obhque hne AE will evidently be greater than Ali, or its 
 equal AD. 
 
 Cor. All the equal oblique 
 lines, AB, AC, AD, &c. termi- 
 nate in the circumference BCD, 
 described from Pthe foot of the 
 perpendicular as a centre ; 
 therefore a point A being given 
 out of a plane, the point P at 
 which the perpendicular let fall 
 from A would meet that plane, 
 may be found by marking upon 
 that plane three points B, C, D, equally distant from the pomt A, 
 and then finding the centre of the circle which passes through 
 these points ; this centre will be P, the point sought. 
 
 Scholium. The angle ABP is called the inclination of the 
 oblique line AB to the plane MN ; which inclination is evidently 
 equal with respect to all such lines AB, AC, AD, as are eqtially 
 distant from the perpendicular ; for all the triangles ABP, ACP, 
 ADP, &c. are equal to each other. 
 
 PROPOSITION VI. THEOREM. 
 
 If from a point without a plane, a perpendicular he let fall on the 
 plane, and from the foot of the perpendicular a perpendicular 
 be drawn to any line of the plane, and from the point of inter- 
 section a line be drawn to the first point, this latter line will he 
 perpendicular to the line of the plane. 
 
 Let AP be perpendicular to the 
 plane NM, and PD perpendicular to 
 BC ; then will AD be also perpen- 
 dicular to BC. 
 
 Take DB=DC. and draw PB, PC, 
 AB, AC. Since DB-DC, the ob- 
 lique line PB — PC: and with regard 
 to the perpendicular AP, since PB=: 
 PC, the oblique line AB=:AC (Prop. 
 V. Cor.) ; therefore the line AD has 
 two of its points A and D equally distant from the extremities 
 B and C ; therefore AD is a perpendicular to BC, at its middle 
 point D (Book I. Prop. XVI. Cor.). 
 
 Ei 
 
BOOK VI. 
 
 131 
 
 Cor. It is evident likewise, that BC is perpendicular to the 
 plane APD, since BC is at once perpendicuiar to the two 
 straight lines AD, PD. 
 
 Scholium. The two lines AE, BC, afford an instance of two 
 lines which do not meet, because they are not situated in the 
 same plane. The shortest distance between these lines is the 
 straight line PD, which is at once perpendicular to the line AP 
 and to the line BC. The distance PD is the shortest distance 
 between them, because if we join any other two points, such 
 as A and B, we shall have AB>AD, AD>PD; therefore 
 AB>PD. ^ 
 
 The two lines AE, CB, though not situated in the same plane, 
 are conceived as forming a right angle with each other, because 
 AE and the line drawn through one of its points parallel to 
 BC would make with each other a right angle. In the same 
 manner, the line AB and the line PD, which represent any two 
 straight lines not situated in the same plane, are supposed to 
 form with each other the same angle, which would be formed 
 by AB and a straight line parallel to PD drawn through one 
 of the points of AB. 
 
 / 
 
 PROPOSITION VII. THEOREM. 
 
 If one of two parallel lines he perpendicular to a plane, the othe? 
 will also be perpendicular to the same plane. 
 
 Let the lines ED, AP, be 
 parallel ; if AP is perpen- 
 dicular to the plane NM, 
 then will ED be also per- 
 pendicular to it. 
 
 Through the parallels AP, 
 DE, pass a plane ; its inter- 
 section with the plane MN 
 will be PD ; in the plane MN 
 draw BC perpendicular to PD, and draw AD. 
 
 By the Corollary of the preceding Theorem, BC is perpen- 
 dicular to the plane APDE ; therefore the angle BDE is a right 
 angle ; but the angle EDP is also a right angle, since AP'is 
 perpendicular to PD, and DE parallel to AP (Book I. Prop. 
 XX. Cor. 1.) ; therefore the line DE is perpendicular to the 
 two straight lines DP, DB ; consequently it is perpendicular to 
 their plane MN (Prop. IV.). 
 
132 
 
 GEOMETRY. 
 
 Cor. 1. Conversely, if the 
 straight Hnes AP, DE, are 
 perpendicular to the same 
 plane MN, they will be par- 
 allel ; for if they be not so, 
 draw through the point D. a 
 , line parallel to AP, this par- 
 allel will be perpendicular 
 to the plane MN ; therefore 
 through the same point D more than one perpendicular might 
 be erected to the same plane, which is impossible (Prop. IV. 
 Cor. 2.). 
 
 Cor, 2. Two lines A and B, parallel to a third C, are par- 
 allel to each other ; for, conceive a plane perpendicular to the 
 line C ; the lines A and B, being parallel to C, will be perpen- 
 dicular to the same plane ; therefore, by the preceding Corol- 
 lary, they will be parallel to each other. 
 
 The three lines are supposed not to be in the same plane ; 
 otherwise the proposition would be already known (Book I. 
 Prop. XXII.). 
 
 PROPOSITION VIII. THEOREM. 
 
 If a straight line is parallel to a straight line drawn in a plane^ 
 it will bp parallel to that plane. 
 
 Let AB be parallel to CD 
 of the plane NM ; then will 
 it be' parallel to the plane 
 NM. 
 
 For, if the line AB, which 
 lies in the plane ABDC, 
 could meet the plane MN, 
 this could only be in some 
 
 M 
 
 K 
 
 point of the line CD, the .common intersection of the two 
 planes : but AB cannot meet CD, since they are parallel ; 
 hence it will not meet the plane MN ; hence it is parallel to 
 that plane (Def. 2.). 
 
 PROPOSITION IX. THEOREM. 
 
 1 
 
 TiJDO planes which are perpendicular to the same straight line, 
 are parallel to each other. 
 
BOOK VI. 
 
 133 
 
 • — r~ 
 
 t2 
 
 ^ 
 
 ■x: 
 
 K" 
 
 Let the planes NM, QP, be per- *•• 
 pendiciilar to the hne AB, then will P 
 they be parallel. 
 
 For, if they can meet any where, 
 let O be one of their common 
 points, and draw OA, OB ; the line 
 AB which is perpendicular to the 
 
 plane MN, is perpendicular to the \ IQ. 
 
 straight line OA drawn through its foot in that plane ; for the 
 same reason AB is perpendicular to BO ; therefore OA and OB 
 are two perpendiculars let fall from the same point O, upon 
 the same straight line ; which is impossible (Book I. Prop. XIV.); 
 therefore the planes MN, PQ, cannot meet each other ; consf^? 
 quently they are parallel. 
 
 • PROPOSITION X. THEOREM. 
 
 If a plane cut two parallel planes, the lines of intersection will he 
 
 parallel. 
 
 Let the parallel planes NM, 
 QP, be intersected by the plane 
 EH ; then will the lines of inter- 
 section EF, GH, be parallel. 
 
 For, if the lines EF, GH, lying 
 in the same plane, were not par- 
 allel, they would meet each other 
 when produced ; therefore, the 
 planes MN, PQ, in which those 
 lines lie, would also meet ; and 
 hence the planes would not be 
 parallel. 
 
 M E 
 
 PROPOSITION XI. THEOREM. 
 
 If two planes are parallel, a straight line which is perpendicular 
 to cne, is ulso perpendicular to the other. 
 
 M 
 
134 
 
 GEOMETRY. 
 
 M 
 
 i Sr 
 
 B 
 
 Let MN, PQ, be two parallel 
 planes, and let AB be perpendicu- 
 lar to NM ; then will it also be per- 
 pendicular to QP. -J 
 
 Having drawn any line BC in 
 the plane PQ, through the lines AB 
 and BC, draw a plane ABC. inter- 
 secting the plane MN in AD ; the 
 
 intersection AD will be parallel to BC (Prop. X.) ; but the line 
 AB, being perpendicular to the plane MN, is perpendicular to 
 the straight line AD ; therefore also, to its parallel BC (Book 
 I. Prop. XX. Cor. 1.): hence the line AB being perpendicular 
 to any line BC, drawn through its foot in the plane PQ, is con- 
 sequently perpendicular to that plane (Def. 1.). j 
 
 ia 
 
 PROPOSITION XII. THEOREM. 
 
 The parallels comprehended between two parallel planes are 
 
 equal. 
 
 Let MN, PQ, be two parallel 
 planes, and FH, GE. two paral- 
 lel lines ; then will EG=FH 
 
 For, through the parallels EG, 
 FH, draw the plane EGHF, in- 
 tersecting the parallel planes in 
 EF and GH. The intersections 
 
 EF, GH, are parallel to each 
 other (Prop. X.) ; so likewise are 
 
 EG, FH ; therefore the figure 
 .kEGHF is a parallelogram ; con- 
 sequently, EG =FH. 
 
 Cor. Hence it follows, that two parallel planes are every 
 where equidistant : for, suppose EG were perpendicular to the 
 plane PQ ; the parallel FH would also be perpendicular to it 
 (Prop. VII.), and the two parallels would likewise be perpen- 
 dicular to the plane MN (Prop. XL) ; and being parallel, tliey js 
 will be equal, as shown by the Proposition. 
 
BOOK VI. 
 
 135 
 
 PROPOSITION XIII. THEOREM. 
 
 If two angles, not situated in the same plane, have their sides 
 parallel and lying in the same direction, those angles ivill le 
 eqhal and their planes will he parallel 
 
 Let the angles be CAE and DBF. 
 
 Make AC-BD, AE= JM 
 BF ; and draw CE, DF, 
 AB, CD, EF. Since AC 
 is equal and parallel to 
 BD, the figure ABDC is 
 a parallelogram ; therefore 
 CD is equal and parallel 
 to AB. For a similar rea- 
 son, EF is equal and par- 
 allel to AB ; hence also CD 
 is equal and parallel to 
 EF ; hence the figure 
 CEFD is a parallelogram, 
 and the side CE is equal 
 and paiallel to DF; therefore the triangles CAE, DBF, have 
 their corresponding sides equal; therefore the angle CAE — 
 DBF. 
 
 Again, the plane ACE is parallel to the plane BDF. For 
 suppose the plane drawn through the point A, parallel to BDF, 
 were to meet the lines CD, EF, in points different from C and 
 E, for instance in G and H ; then, the three lines AB, GD, FH, 
 would be equal (Prop. XII.) : but the lines AB, CD, EF, are 
 already known to be equal; hence CD=GD, and FH=EF, 
 which is absurd ; hence the plane ACE is parallel to BDF. 
 
 Cor. If two parallel planes MN, PQ are met by two other 
 planes CABD, EABF, the angles CAE, DBF, formed by the 
 mtersections of the parallel planes will be equal ; for, the inter- 
 section AC is parallel to BD, and AE to BF (Prop. X.) ; there- 
 fore the angle CAE = DBF. 
 
 PROPOSITION XIV. THEOREM. 
 
 If three straight lines, not situated in the same plane, are equal 
 and parallel, the opposite triangles formed by joining the ex- 
 tremities of these lines will be equal, and their planes will he 
 
 i 
 
 parillel 
 
136 
 
 GEOMETRY. 
 
 Let AB, CD, EF, be the 
 lines. 
 
 Since AB is equal and 
 parallel to CD, the figure 
 ABDC is a parallelogram ; 
 hence the side AC is equal 
 and parallel to BD. For a 
 like reason the sides AE, 
 BF, are equal and parallel, 
 as also CE, DF ; therefore 
 the two triangles ACE, BDF, 
 are equa^ ; hence, by the last 
 Proposition, their planes are 
 parallel. 
 
 -M. 
 
 
 C 
 
 H 
 
 ^ 
 
 
 /\G^ 
 
 \.\-r. 
 
 \ 
 
 A^ 
 
 
 -^.E 
 
 A 
 
 
 \ \ 
 
 \ 
 
 N 
 
 P 
 
 \ \ 
 
 
 
 
 \?^ 
 
 ^\ 
 
 \ 
 
 B 
 
 1? 
 
 
 PROPOSITION XV. THEOREM. 
 
 If two straight lines he cut hy three parallel planes, they will he 
 divided proportionally. 
 
 Suppose the line AB to meet 
 the parallel planes MN, PQ, 
 RS, at the points A, E, B ; and 
 the line CD to meet the same 
 planes at the points C, F, D : 
 we are now to show that 
 AE : EB : : CF : FD. 
 Draw AD meeting the plane 
 PQ in G, and draw AC, EG, 
 GF, BD ; the intersections EG, 
 BD, of the parallel planes PQ, 
 RS, by the plane ABD, are 
 parallel (Prop. X.) ; therefore 
 
 AE : EB : : AG : GD ; 
 in like manner, the intersections AC, GF, being parallel, 
 
 AG : GD : : CF : FD ; 
 the ratio AG : GD is the same in both ; hence 
 
 AE : EB : : CF : FD. 
 
 1^ 
 
 
 
 Y^ 
 
 
 I 
 
 M 
 
 I^ 
 
 
 ^4^ 
 
 .R 
 
 ^\v^ 
 
 b' — — -^_^ • 
 
 PROPOSITION XVI. THEOREM. 
 
 Ifalt^ ) is perpendicular to a plane, every plane passed through 
 thf zrpendicular, will also he.peipendicular tojhe plane. 
 
BOOK VI. 
 
 137 
 
 Let AP be perpen^ular to the 
 plane NM ; then will every plane 
 passing through AP be perpendicu- 
 lar to NM. 
 
 Let BC be the intersection of the 
 planes AB, MN ; in the plane MN, 
 draw DE perpendicular to BP : then 
 the line AP, being perpendicular to 
 the plane MN, will be perpendicu- 
 lar to each of the two straight lines 
 BC, DE ; but the angle APD, formed by the two perpendicu- 
 lars PA, PD, to the common intersection BP, measures the 
 angle of the two planes AB, MN (Def. 4.) ; therefore, since that 
 angle is a right angle, the two planes are perpendicular to each 
 other. 
 
 Scholium, When three straight lines, such as AP, BP, DP, 
 are perpendicular to each other, each of those lines is perpen- 
 dicular to the plane of the other two, and the three planes are 
 perpendicular to each other. 
 
 PROPOSITION XVII. THEOREM. 
 
 If two planes are perpendicular to each other, a line drawn in 
 one of them perpendicular to their common intersectionj .will 
 be perpendicular to the other plane, ' 
 
 Let the plane AB be perpen- 
 dicular to NM ; then if the line 
 AP be perpendicular to the inter- 
 section BC, it will also be perpen- 
 dicular to the plane NM. 
 
 For, in the plane MN draw PD 
 perpendicular to PB ; then, be- 
 cause the planes are perpendicu- 
 lar, the angle APD is a right an- 
 gle ; therefore, the line AP is 
 perpendicular to the two straight 
 
 lines PB, PD ; therefore it is perpendicular to their plane MN 
 (Prop. IV.). 
 
 Cor, If the plane AB is perpendicular to the plane MN, and 
 if at a point P of the common intersection we erect a perpen- 
 dicular to the plane MN, that perpendicular will be in the plane 
 AB ; for, if not, then, in the plane AB we might draw AP per- 
 
 M* 
 
138 
 
 GEOMETRY. 
 
 pendicular to PB the common intersection, and this AP, at the 
 same time, would be perpendicular to the plane MN; therefore 
 at the same point P there would be two perpendiculars to the 
 plane MN, which is impossible (Prop. IV. Cor. 2.). 
 
 PROPOSITION XVIII. THEOREM. 
 
 Ij two planes are perpendicular to a third plane, their common 
 intersection will also he peipendicular to the third plane. 
 
 Let the planes AB, AD, be per- 
 pendicular to roi; then will their 
 intersection AP be perpendicular 
 toNM. 
 
 For, at the point P, erect a per- 
 pendicular to the plane MN" ; that 
 perpendicular must be at once in 
 the plane AB and in the plane AD 
 (Prop. XVII. Cor.) ; therefore it 
 is theii common intersection AP. 
 
 PROPOSITION XIX. THEOREM. 
 
 If a solid angle isfonmd by three plane angles, the sum of any 
 two of these angles will he greater than the third. 
 
 The proposition requires demonstra- 
 tion only when the plane angle, which 
 is compared to the sum of the other 
 two, is greater than either of them. 
 Therefore suppose the solid angle S to 
 be formed by three plane angles ASB, 
 ASC, BSC, whereof the angle ASB is 
 the greatest; Ave are to show that 
 ASB<ASC + BSC. 
 
 In the plane ASB make the angle 
 straight line ADB at pleasure; and having taken SC = SD, 
 draw AC, BC. 
 
 The two sides BS, SD, are equal to the two BS, SC ; the 
 angle BSD=:BSC ; therefore the triangles BSD, BSC, are 
 equal; therefore BD=BC. But AB<AC + BC; taking BD 
 from the one side, and from the other its equal BC, there re- 
 
 BSD=:BSC, draw the 
 
139 
 
 mains AD<AC. The two sides AS, SD, are equal to the 
 two AS, SC ; the third side AD is less than the third si-^e AC ; 
 therefore the angle ASD<ASC (Book I. Prop. IX. Sch.). 
 Adding BSD=:=BSC, we shall have ASD + BSD or ASB< 
 ASC + BSC. 
 
 PROPOSITION XX. THEOREM. 
 
 The sum of the plane angles which form a solid angle is always 
 less than four right angles. 
 
 Cut the solid angle S by any plane S 
 
 ABCDE ; from O, a point in that plane, /A 
 
 draw to the several angles the straight // \\ 
 
 lines AO, OB, OC,OD,bE. // \\ 
 
 The sum of the angles of the triangles / •' / l\ 
 
 ASB, BSC, &c. formed about the^vertex / ,.(M. ilry 
 
 S, is equal to the sum of the angles of an />-''' */ .a\ 
 
 equal number of triangles AOB, BOC, &c. A.^- y- ■-)<o 1 1 
 
 formed about the point O. But at the >. // xll 
 
 point B the sum of the angles ABO, OBC, ^^ ^ 
 
 equal to ABC, is less than the sum of the 
 angles ABS, SBC (Prop. XIX.) ; in the same manner at the 
 point C we have BCO + OCD<BCS + SCD; and so with all 
 the angles of the polygon ABCDE : whence it follows, that the 
 sum of all the angles at the bases of the triangles whose vertex 
 is in O, is less than the sum of the angles at the bases of the 
 triangles whose vertex is in S ; hence to make up the defi- 
 ciency, the sum of the angles formed about the point O, is 
 greater than the sum of the angles formed about the point S. 
 But the sum of the angles about the point O is equal to four 
 right angles (Book I. Prop. IV. Sch.) ; therefore the sum of the 
 plane angles, which form the solid angle S, is less than four 
 right angles. 
 
 Scholium. This demonstration is founded on the supposition 
 that the solid angle is convex, or that the plane of no one sur- 
 face produced can evej: meet the solid angle ; if it were other- 
 wise, the sum of the plane angles would no longer be limited, 
 and might be of any magnitude. 
 
 PROPOSITION XXI. THEOREM. 
 
 If two solid angles are contained by three plane angles which are 
 equal to each other, each to each, the planes of the equal angles 
 will be equally inclined to eachMher, 
 
140 GEOMETRY. 
 
 Let the angle ASC=DTF,the 
 angle ASB=DTE, and the an- 
 gle BSC=ETF; then will the 
 mclination of the planes ASC, 
 ASB, be equal to that of the 
 planes DTF, DTE. 
 
 Having taken SB at pleasure, 
 draw BO perpendicular to the 
 plane ASC ; from the point O, at which the perpendicular 
 meets the plane, draw OA, OC perpendicular to SA, SC ; 
 draw AB, BC ; next take TE = SB ; draw EP perpendicular to 
 the plane DTF ; from the point P draw PD, PF, perpendicular 
 respectively to TD, TF ; lastly, draw DE, EF. 
 
 The triangle SAB is right angled at A, and the triangle TDE 
 at D (Prop. VI.) ; and since the angle ASB = DTE we have 
 SBA=TED. Likewise SB = TE ; therefore the triangle SAB 
 is equal to the triangle TDE; therefore SA = TD, and AB = DE. 
 In like manner, it may be shown, that SC=TF, and BC=EF. 
 That granted, the quadrilateral SAOC is equal to the quadri- • 
 lateral TDPF: for, place the angle ASC upon its equal DTF; S 
 because SA=:TD, and SC=TF, the point A will fall on D,.: i 
 and the point C on F ; and at the same time, AO, which is per- 
 pendicular to SA, will fall on PD which is perpendicular to 
 TD, and in like manner OC on PF ; wherefore the point O 
 will fall on the point P, and AO will be equal to DP. But the 
 triangles AOB, DPE, are right angled at O and P ; the hypo- 
 thenuse AB=I)E, and the side AO=DP: hence those trian- ^ 
 gles are equal (Book I. Prop. XVII.) ; and consequently, the | 
 angle OAB = PDE. The angle OAB is the inclination of the ' 
 two planes ASB. ASC ; and the angle PDE is that of the two 
 planes DTE, DTF ; hence those two inclinations are equal to 
 each other. 
 
 It must, how^ever, be observed, that the angle A of the right 
 angled triangle AOB is properly the inclination of the two 
 planes ASB, ASC, only when the perpendicular BO falls on 
 the same side of SA, with SC ; for if it fell on the other side, 
 the angle of the two planes would be obtuse, and the obtuse 
 angle together with the angle A of the triangle OAB would 
 make two right angles. But in the same case, tl^e angle of the 
 two planes TDE, TDF, would also be obtuse, and the obtuse 
 angle together with the angle D of the triangle DPE, would 
 make two right angles ; and the angle A being thus always 
 equal to the angle at D, it would follow in the same manner that 
 the inclination of the two planes ASB, ASC, must be equal to 
 that of the two planes TDE, TDF. 
 
 Scholium. If two solid angles are contained by three plane 
 
BOOK VI. 141 
 
 angles, respectively equal to each other, and if at the same time 
 the equal or homologous angles are disposed in the same man- 
 ner in the two solid angles, these angles will be equal, and they 
 will coincide when applied the one to the other. We have 
 already seen that the quadrilateral SAOC may be placed upon 
 its equal TDPF ; thus placing SA upon TD, SC falls upon TF, 
 and the point O upon the point P. Btit because the triangles 
 AOB, DPE, are equal, OB, perpendicular to the plane ASC, 
 is equal to PE, perpendicular to the plane TDF ; besides, those 
 perdendiculars lie in the same direction ; therefore, the point 
 B will fall upon the point E, the line SB upon TE, and the two 
 solid angles will wholly coincide. 
 
 This coincidence, however, tai^es place only when we suj>- 
 pose that the equal plane angles are arranged in the same man- 
 ner in the two solid angles ; for if they were arranged in an in- 
 verse order, or, what is the same, if the perpendiculars OB, PE, 
 instead of lying in the same direction with regard to the planes 
 ASC, DTF, lay in opposite directions, then it would be impos- 
 sible to make these solid angles coincide with one another. It 
 would not, however, on this account, be less true, as our Theo- 
 rem states, that the planes containing the equal angles must 
 still be equally inclined to each other; so that the two solid an- 
 gles would be equal in all their constituent' parts, without, 
 however, admitting of superposition. This sort of equalit}% 
 which is not absolute, or such as admits of superposition, de- 
 serves to be distinguished by a particular name : we shall call 
 it equality hy symmetry. 
 
 Thus those two solid angles, which are formed by three 
 plane angles respectively equal to each other, but disposed in an 
 inverse order, will be called angles equal hy symmetry , or simply 
 symmetrical angles. 
 
 The same remark is applicable to solid angles, which are 
 formed by more than three plane angles : thus a solid' angle, 
 formed by the plane angles A, B, C, D, E, and another solid 
 angle, formed by the same angles in an inverse order A, E, D, 
 C, B, may be such that the planes which contain the equal an- 
 gles are equally inclined to each other. Those two solid angles, 
 are likew^ise equal, without being capable of superposition, and 
 are called solid angles equal by symmetry , or symmetrical solid 
 angles. 
 
 Among plane figures, equality by symmetry does not pro- 
 perly exist, all figures which might take this name being abso- 
 lutely equal, or equal by superposition ; the reason of which is, 
 that a plane figure may be inverted, and the upper part taken 
 indiscriminately for the under. This is not the case with solids ; 
 in which the third dimension may be taken in two different 
 directions. 
 
142 
 
 GEOMETRY. 
 
 BOOK VII. 
 
 POLYEDRONS. 
 
 Definitions, 
 
 1. The name solid pnlyedronf or simple jjolyedron, is given 
 to every solid terminated by planes or plane faces; which 
 planes, it is evident, will themselves be terminated by straight 
 lines. 
 
 2. The common intersection of two adjacent faces of a 
 polyedron is called the side, or edge of the polyedron. 
 
 3. The prism is a solid bounded by several parallelograms, 
 which are terminated at both ends by equal and parallel 
 polygons. 
 
 IC 7c 
 
 T 
 
 To construct this solid, let ABCDE be any polygon ; then 
 if in a plane parallel to ABCDE, the lines FG, GH,*HI, &c. be 
 drawn equal and parallel to the sides AB, BC, CD, &c. thus 
 forming the polygon FGHIK equal to ABCDE ; if in the next 
 place, the vertices of the angles in the one plane be joined with 
 the homologous vertices in the other, by straight lines, AF, BG, 
 CPI, &c. the faces ABGR BCHG, &c. will be parallelograms, 
 and ABCDE-K, the solid so formed, will be a prism. 
 
 4. The equal and parallel polygons ABCDE, 'FGHIK, are 
 called the bases of the prism; the parallelograms taken together 
 constitute the lateral or convex surface of the prism; the equal 
 straight lines AF, BG, CH, &c. are called the sides, or edges of 
 the prism. 
 
 5. The altitude of a prism is the distance between its two 
 bases, or the perpendicular drawn from a point in the upper 
 base to the plane of the lower base. 
 
BOOK VII. 
 
 143 
 
 6. A prism is right, when the sides AF, BG, CH, &;c. are 
 perpendicular to the planes of the bases ; and then each of them 
 is equal to the altitude of the prism. In every other case the 
 prism is oblique, and the altitude less than the side. 
 
 7. A prism is triangular, quadrangular, pentagonal, hex- 
 agonal, &c. when the base is a triangle, a quadrilateral, a 
 pentagon, a hexagon, &c. 
 
 8. A prism whose base is a parallelogram, and 
 
 which has all its faces parallelograms, is named a 
 parallelopipedon. 
 
 The parallelopipedon is rectangular when all 
 its faces are rectangles. 
 
 9. Among rectangular parallelopipedons, we 
 distinguish the cube, or regular hexaedron, bounded 
 by six equal squares. 
 
 10. A pyramid is a solid formed by 
 several triangular planes proceeding from 
 the same point S, and terminating in the 
 different sides of the same polygon 
 ABCDE. 
 
 The polygon ABCDE is called the 
 base of the pyramid, the point S the 
 vertex ; and the triangles ASB, BSC, 
 CSD, &c. form its convex or lateral sur- 
 
 11. If from the pyramid S-ABCDE, 
 the pyramid S-abcde be cut off by a 
 plane parallel to the base, the remaining 
 solid ABCDE-c?, is called a truncated 
 pyramid, or the frustum of a pyramid. 
 
 12. The altitude of a pyramid is the 
 perpendicular let fall from the vertex upon 
 base, produced if necessary. 
 
 IS. A pyramid is triangular, quadrangular, &c. according 
 as its base is a triangle, a quadrilateral, &c. 
 
 14. A pyramid is regular, when its base is a regular poly- 
 gon, and when, at the same time, the perpendicular let fall 
 from the vertex on the plane of the base passes through the 
 centre of the base. That perpendicular is then called the axis 
 of the pyramid. 
 
 15. Any line, as SF, drawn from the vertex S of a regular 
 pyramid, perpendicular to either side of the polygon w^hich 
 forms its base, is called the slant height of the pyramid. 
 
 16. The diagonal of a polyedron is a straight line joining 
 the vertices of two solid angles which are not adjacent to each 
 other. 
 
 A 
 
 the plane of the 
 
144 ^ 
 
 GEOMETRY. 
 
 17. Two polyedrons are similar when they are contained 
 by the same number of similar planes, similarly situated, and 
 having like inclinations with each other. 
 
 PROPOSITION I. THEOREM. 
 
 The convex surface of a right prism is equal to the perimeter oj 
 its base multiplied hy its altitude. 
 
 liCt ABCDE-K be a right prism : then 
 will its convex surface be equal to 
 (AB + BC + CD + DE + EA) x AF. 
 
 For, the convex surface is equal to the 
 sum of all the rectangles AG, BH, CI, 
 DK, EF, which compose it. Now, the 
 altitudes AF, BG, CH, &c. of the rect- 
 angles, are equal to the altitude of the 
 prism. Hence, the sum of these rectan- 
 gles, or the convex surface of the prism, 
 is equal to (AB + BC + CD + DE + EA) x 
 AF ; that is, to the perimeter of the base of the prism multi 
 plied by its altitude. 
 
 Cor. If two right prisms have the same altitude, their con- 
 vex surfaces will be to each other as the perimeters of theii ; 
 bases 
 
 PROPOSITION II. THEOREM. 
 
 In every prism, the sections formed hy parallel planes, are equal 
 
 polygons. ^ 
 
 Let the prism AH be intersected by 
 the parallel planes NP, S'V ; then are the 
 polygons NOPQR, STVXY equal. 
 
 For, the sides ST, NO, are parallel, 
 being the intersections of two parallel 
 planes with a third 'plane ABGF ; these 
 same sides, ST, NO, are included between 
 the parallels NS, OT, which are sides of 
 the prism: hence NO is equal to ST. 
 For like reasons, the sides OP, PQ, QR, 
 &c. of the section NOPQR, are equal 
 to the sides TV, VX, XY, <&c. of the sec- 
 tion STVXY, each to each. And since 
 
BOOK VII. 
 
 145 
 
 the equal sides are at the same time parallel, it follows that the 
 angles NOP, OPQ, &c. of the first section, are equal to the 
 angles STV,TVX, &c. of the second, each to each (Book VI. 
 Prop. XIIL). Hence the two sections NOPQR, STVXY, are 
 equal polygons. 
 
 Cor. Every section in a prism, if drawn parallel to the base, 
 is also equal to the base. 
 
 PROPOSITION III. THEOREM. 
 
 If a pyramid he cut by a plane parallel to its base, 
 
 1st. The edges and the altitude will be divided proportionally. 
 
 2d. The section will be a polygon similar to tlie base. 
 
 Let the pyramid S-ABCDE, 
 of which SO is the altitude, 
 be cut by the plane abcde ; 
 then will Sa : SA : : So : SO, 
 and the same for the other 
 edges : and the polygon abcde, 
 will be similar to the base 
 ABCDE. 
 
 First. Since the planes ABC, 
 abc, are parallel, their intersec- 
 tions AB, ab, by a third plane 
 SAB will also be parallel 
 (Book VI. 'Prop. X.) ; hence the triangles SAB, Sab are simi- 
 lar, and we have SA : Sa : : SB : S6 ; for a similar reason, 
 we have SB : S6 : : SC : Sc; and so on. Hence the edges 
 SA, SB, SC, &:c. are cut proportionally in a, 6, c, &c. The 
 altitude SO is likewise cut in the same proportion, at the point 
 o ; for BO and bo are parallel, therefore we have 
 SO : So : : SB : Sfe. 
 
 Secondly. Since ab is parallel to AB, be to BC, cd to CD, &c. 
 the angle abc is equal to ABC, the' angle bed to BCD, and so on 
 (Book VI. Prop. XHL). Also, by reason of the similar trian- 
 gles SAB, S«6, we have AB : ab : : SB : S6 ; and by reason 
 of the similar triangles SBC, Sbc, we have SB : Sb : : BC : 
 be ; hence AB : ab : : BC : be ; we might likewise have 
 BC :bc : : CD : cd, and so on. Hence the polygons ABCDE, 
 abcde have their angles respectively equal and their homolo- 
 gous sides proportional ; hence they are similar. 
 
 N 
 
146 
 
 GEOMETRY. 
 
 Cor. 1. Let S-ABCDE, 
 S-XYZ be two pyramids, hav- 
 ing a common vertex and the 
 same altitude, or having their 
 bases situated in the same 
 plane ; if these pyramids are 
 cut by a plane parallel to the 
 plane of their bases, giving the 
 sections abcde, xyz, then will 
 the sections abcde, xyz, he to each 
 other as the bases ABCDE, 
 XYZ. 
 
 For, the polygons ABCDE, abcde, being similar, their sur- 
 faces are as the squares of the homologous sides AB, ab ; but 
 AB : «& : : SA : S«; hence ABCDE : abcde : : SA^ : ^a\ 
 For the same reason, XYZ : xyz : : SX^ : Sx^. But since 
 abc and xyz are in one plane, we have likewise SA : Saj : : 
 SX : So; (Book VI. Prop. XV.) ; hence ABCDE : abcde : : 
 XYZ : xyz ; hence the sections abcde, xyz, are to each othei 
 as the bases ABCDE, XYZ. 
 
 Cor. 2. If the bases ABCDE, XYZ, are equivalent, any sec-' 
 tions abcde, xyz, made at equal distances from the bases, will 
 be equivalent likewise. 
 
 PROPOSITION IV. THEOREM. 
 
 The convex surface of a regular "pyramid is equal to the perime 
 ter of its base multiplied by half the slant height. 
 
 For, since the pyramid is regular, the 
 point O, in which the axis meets the base, 
 is the centre of the polygon ABCDE 
 (Def. 14.) ; hence thelines OA, OB, OC, 
 &c. drawn to the vertices of the base, 
 are equal. 
 
 In the right angled triangles SAO, SBO, 
 the bases and perpendiculars are equal : 
 since the bypothenuses are equal : and 
 it may be proved in the same way that 
 all the sides of the right pyramid are 
 equal. The triangles, therefore, which 
 form the convex surface of the prism are 
 all equal to each other. But the area of 
 either of these triangles, as ES A, is equal 
 
BOOK VII. 
 
 147 
 
 to its base EA multiplied by half the perpendicular SF, which 
 is the slant height of the pyramid : hence the area of all the tri- 
 angles, or the convex surface of the pyramid, is equal to the 
 perimeter of the base multiplied by half the slant height. 
 
 Cor. The convex surface of the frustum of a regular pyra- 
 mid is equal to half the perimeters of its upper and lower bases 
 multiplied by its slant height. 
 
 For, since the section abcde is similar to the base (Prop. III.), 
 and since the base ABCDE is a regular polygon (Def. 14.), it 
 follows that the sides e«, ab, be, cd and de are all equal to each 
 other. Hence the convex surface of the frustum ABCDE-c? 
 is formed by the equal trapezoids EAae, AB6a, &c. and the 
 perpendicular distance between the parallel sides of either of 
 these trapezoids is equal to Ff the slant height of the frustum. 
 But the area of either of the trapezoids, as AEea, is equal to 
 |(EA + ea) xF/ (Book IV. Prop. VII.) : hence the area of all 
 of them, or the convex surface of the frustum, is equal to half 
 the perimeters of the upper and lower bases multiplied by the 
 slant height. 
 
 PROPOSITION V. THEOREM. 
 
 If the three planes which form a solid angle of a prism, are equal 
 to the three planes which form the solid angle of another prism, 
 each to each, and are like situated, the two prisms will be equal 
 to each other. 
 
 Let the base ABCDE be equal to the base abcde, the paral- 
 lelogram ABGF equal to the parallelogram abgf and the par- 
 allelogram BCHG equal to bchg-, then will the prism ABCDE-K 
 be equal to the prism abcde-k. 
 
 For, lay the base ABCDE upon its equal abcde ; these two 
 bases will coincide. But the three plane angles which form 
 
148 
 
 GEOMETRY 
 
 the solid angle B, are respectively equal to the three plane 
 angles, which form the solid angle b, namely, ABCrrc/ic, 
 ABGrrra^^, and GBC =gbc ; they are also similarly situated . 
 hence the solid angles B and bare equal (Book YI. Prop. XXL 
 Sch.) ; and therefore the side BG will fall on its equal bg. It 
 is likewise evident, that by reason of the equal parallelograms 
 ABGF, abgff the side GF will fall on its equal gf, and in the 
 same manner GH on gh ; hence, the plane of the upper base, 
 FGHIK will coincide with the plane fghik (Book VI. Prop. II.).; 
 K 7c 
 
 But the two upper bases being equal to their corresponding 
 lower bases, are equal to each other : hence HI will coincide 
 with hi, IK with ik, and KF with A/; and therefore the lateral 
 faces of the prisms will coincide : therefore, the two prisms 
 coinciding throughout are equal (Ax. 13.). 
 
 Co?\ Two right prisms, which have equal bases and equal al- 
 titudes, are equal. For, since the side AB is equal to ab, and 
 the altitude BG to bg, the rectangle ABGF will be equal to 
 abgf; so also will the rectangle BGHC be equal to bghc ; and 
 thus the three planes, which form the solid angle B, will be 
 equal to the three, which form the solid angle b. Hence the 
 two prisms are equal. 
 
 PROPOSITION VI. THEOREM. 
 
 In every parallelopipedon the opposite planes are equal and 
 
 parallel. 
 
 By the definition of this solid, the bases 
 ABCD, EFGH, are equal parallelograms, 
 and their sides are parallel : it remains 
 only to show, that the same is true of any 
 two opposite lateral faces, such as AEHD, 
 BFGC. Now AD is equal and parallel 
 to BC, because tiie figure ABCD is a par- 
 
 E 
 
 H 
 
 
 / r 
 
 .4/ 
 
 V— "" 
 
 v^ 
 
 B 
 
 c 
 
BOOK VII. 149 
 
 allelogram ; for a like reason, AE is parallel to BF : hence the 
 angle DAE is equal to the angle CBF, and the planes DAE, 
 CBF, are parallel (Book VI. Prop. XIII.) ; hence also the par- 
 allelogram DAEH is equal to the parallelogram CBFG. In the 
 same way. it might be shown that the opposite parallelograms 
 ABFE, DCGH, are equal and parallel. 
 
 Cor. 1. Since the parallelopipedon is a solid bounded by six 
 planes, whereof those lying opposite to each other are equal 
 and parallel, it follows that any face and the one opposite to it, 
 may be assumed as the bases of the parallelopipedon. 
 
 Cor. 2. The diagonals of a parallelopipedon bisect each 
 other. For, suppose two diagonals EC, AG, to be drawn both 
 through opposite vertices : since AE is equal and parallel to 
 CG, the figure AEGC is a parallelogram ; hence the diagonals 
 EC, AG will mutually bisect each other. In the same manner, 
 we could show that the diagonal EC and another DF bisect 
 each other ; hence the four diagonals will mutually bisect each 
 other, in a point which may be regarded as the centre of the 
 parallelopipedon. 
 
 Scholium. If three straight lines AB, AE, AD, passing 
 through the same point A, and making given angles with each 
 other, are known, a parallelopipedon may be formed on those 
 lines. For this purpose, a plane must be passed through the 
 extremity of each line, and parallel to the plane of the other 
 two ; that is, through the point B a plane parallel to DAE, 
 through D a plane parallel to BAE, and through E a plane 
 parallel to BAD. The mutual intersections of these planes will 
 form the parallelopipedon required. 
 
 PROPOSITION VII. THEOREM. 
 
 The two triangular prisms into which a parallelopipedon is di' 
 vided by a plane passing through its opposite diagonal edges, 
 are equivalent. 
 
 N* 
 
150 GEOMETRY. 
 
 Let the parallelopipedon ABCD-H be 
 divided by the plane BDHFpassingthrough 
 its diagonal edges : then will the triangular 
 prism ABD-H be equivalent to the trian- 
 gular prism BCD-H. 
 
 Through the vertices B and F, draw the 
 planes Bade, Fehg, at right angles to the 
 side BF, the former meeting AE, DH, CG, 
 the three other sides of the parallelopipe- 
 don, in the points a, d, c, the latter in e, A, 
 g : the sections Bade, Fehg, will be equal 
 parallelograms. They are equal, because 
 they are formed by planes perpendicular to the same straight 
 line, and consequently parallel (Prop. II.) ; they are parallelo- 
 grams, because aB, dc, two opposite sides of the same section, 
 are formed by the meeting of one plane with two parallel 
 planes ABFE, DCGH. 
 
 For a like reason, the figure B^zeF is a parallelogram ; so also 
 are BF^c, cd/ig, adhe, the other lateral faces of the solid Badc-g ; 
 hence that solid is a prism (Def 6.) ; and that prism is right, 
 because the side BF is perpendicular to its base. 
 
 But the right prism Badc-g is divided by the plane BH into 
 two equal right prisms Bad-h, Bcd-h ; for, the base^JB^j^, Bed, 
 of these prisms are equal, being halves of the same parallel- 
 ogram, and they have the common altitude BF, hence they are 
 equal (Prop. V. Cor.). 
 
 It is now to be proved that the oblique triangular prism 
 ABD-H will be equivalent to the right triangular prism Bad-h ; 
 and since those prisms have a common part ABD-/i, it will 
 only be necessary to prove that the remaining parts, namely, 
 the solids BaADi, FeEH/«, are equivalent. 
 
 Now, by reason of the parallelograms ABFE, «BFe, the 
 sides AE, ae, being equal to their .parallel BF, are equal to each 
 other; and taking away the common part Ae, there remains 
 AanrEe. In the same manner we could prove Dc?=HA. 
 
 Next, to bring about the superposition of the two solids 
 BflADd/, FfiEH/i, let us place the base Yeh on its equal Bad : 
 the point e falling on a, and the point h on d, the sides eE, AH, 
 will fall on their equals a A, dD, because they are perpendicu- 
 lar to the same plane Bad. Hence the two solids in question 
 will coincide exactly with each other ; hence the oblique prism 
 BAD-H, is equivalent to the rigf;t one Bad-h. 
 
 In the same manner might the oblique prism BCD-H, be 
 proved equivalent to the right prism Bcd-h, But the two right 
 prisms Bad-h, Bcd-h, are equal, since they have the same alti- 
 tude BF, and since their bases Bad, Bde, are halves of the 
 same parallelogram (Prop. V. Cor.). Hence the two trian- 
 
BOOK VII. 151 
 
 gular prisms BAD-H, BDC-G, being equivalent to the equal 
 right prisms, are equivalent to each other. 
 
 Cor, Every triangular prism ABD-HEF is half of the paral- 
 lelopipedon AG described with the same solid angle A, and 
 the same edges AB, AD, AE. 
 
 PROPOSITION VIII. THEOREM. - 
 
 If two parallelopipedons have a common hase, and their upper 
 bases in the same plane and between the same parallels^ they 
 will be equivalent. 
 
 Let the parallelopipe- 
 dons AG, AL, have the 
 common base AC, and 
 their upper bases EG, 
 MK, in the same plane, 
 and between the same 
 parallels HL, EK ; then 
 will they be equivalent. 
 
 There may be three 
 cases, according as EI is 
 greater, less than, or equal to, EF ; but the demonstration is 
 the same for all. In the first place, then we shall show that 
 the triangular prism AEI-MDII, is equal to the triangular 
 prism BFK-LCG. 
 
 Since AE is parallel to BF, and HE to GF, the angle AEI 
 =BFK, HEI-GFK, and HEA=GFB. Also, since EF and 
 IK are each equal to AB, they are equal to each other. To 
 each add FI, and there will result EI equal to FK : hence the 
 triangle AEI is equal to the.triangle BFK (Bk. I. Prop. V), and 
 the paralellogram EM to the parallelogram FL. But the par- 
 allelogram AH is equal to the parallelogram CF (Prop. VI) : 
 hence, the three planes which form the solid angle at E are 
 respectively equal to the three which form the solid angle at 
 F, and being like placed, the triangular prism AEI-M is equal 
 to the triangular prism BFK-E. 
 
 But if the prism AEI-M is taken away from the solid AL, 
 there will remain the parallelopipedon BADC-L ; and if the 
 prism BFK-L is taken away from the same solid, there will 
 remain the parallelopipedon BADC-G ; hence those two paral- 
 lelopipedons BADC-L, BADC-G, are equivalent. 
 
 
152 
 
 GEOMETRY. 
 
 PROPOSITION IX. THEOREM. 
 
 Two parallelopipedons, having the same base and the same alti- 
 tude, are equivalent. 
 
 Let ABCD be the com- 
 mon base of the two par- 
 allelopipedons AG, AL ; 
 since they have the same 
 altitude, their upper bases 
 EFGH,IKLM,willbein 
 the same plane. Also the 
 sides EF and AB will be 
 equal and parallel, as well 
 as IK and AB ; hence EF 
 is equal and parallel to 
 IK; for a like reason, GF 
 is equal and parallel to 
 LK. Let the sides EF, GH, be produced 
 
 B 
 
 and likewise 
 
 IM, till by their intersections they form the parallelogram 
 NOPQ ; this parallelogram will evidently be equal to either 
 of the bases EFGH, IKLM. Now if a third parallelopipedon 
 be conceived, having for its lower base the parallelogram 
 ABCD, and NOPQ for its upper, the third parallelopipedon 
 will be equivalent to the parallelopipedon AG, since with the 
 same lower base, their upper bases lie in the same plane 
 and between the same parallels, GQ, FN (Prop. VIII.). 
 For the same reason, this third parallelopipedon will also be 
 equivalent to the parallelopipedon AL ; hence the two paral- 
 lelopipedons AG, AL, which have the same base and the 
 same altitude, are equivalent. 
 
 PROPOSITION X. THEOREM. 
 
 Any parallelopipedon may be changed into an equivalent rectan 
 gular parallelopipedon having the same altitude and 
 equivalent base. 
 
 an 
 
BOOK VII. 
 
 153 
 
 Let AG be the par- 
 allelopipedon proposed. 
 From the points A, B, C, 
 D,drawAI,BK,CL,DM, 
 perpendiculartothe plane 
 of the base ; you will thus 
 form the parallelopipe- 
 don AL equivalent to 
 AG, and having its late- 
 ral faces AK, BL, &c. 
 rectangles. Hence if the 
 base ABCD is a rectan- 
 gle, AL will be a rectan- 
 gular parallelopipedon equivalent to AG, and consequently, 
 the parallelopipedon required. But if ABCD is not a rectangle, 
 draw AO and BN perpendicular to CD, and MQ XP 
 
 OQ and NP perpendicular to the base ; you 
 will then have the solid ABNO-IKPQ, which 
 will be a rectangular parallelopipedon : for 
 by construction, the bases ABNO, and IKPQ 
 are rectangles ; so also are the lateral faces, 
 the edges AI, OQ, &c. being perpendicular 
 to the plane of the base ; hence the solid AP 
 is a rectangular parallelopipedon. But the 
 two parallelopipedons AP, AL may be con- 
 ceived as having the same base ABKl and 
 the same altitude AO : hence the parallelopipedon AG, which 
 was at first changed into an equivalent parallelopipedon AL, 
 is again changed into an equivalent rectangular parallelopipe- 
 don AP, having the same altitude AI, and a base ABNO equi- 
 valent to the base ABCD. 
 
 PROPOSITION XI. THEOREM. 
 
 Two rectangular parallelopipedons, wJiich have the same base, 
 are to each other as their altitudes. 
 
(F 
 
 M 
 
 K 
 
 D 
 
 \ 
 
 154 GEOMETRY. 
 
 Let the parallelopipedons AG, AL, have the same base ED; 
 then will they be to each other as their altitudes AE, AT. 
 
 •First, suppose the altitudes AE, AI, to be j; .H 
 
 to each other as two whole numbers, as 15 is 
 to 8, for example. Divide AE into 15 equal 
 parts ; whereof AI will contain 8 ; and through q 
 X, y, z, &c. the points of division, draw planes ^\in 
 parallel to the base. These planes will cut 
 the solid AG into 15 partial parallelopipedons, 
 all equal to each other, because they have 55.. 
 equal bases and equal altitudes — equal bases, ^'. 
 since every section MIKL, made parallel to 
 the base ABCD of a prism, is equal to that 
 base (Prop. II.), equal altitudes, because the 
 altitudes are the equal divisions Ax, xy, yz, 
 &c. But of those 15 equal parallelopipedons, 8 are con- 
 tained in AL ; hence the solid AG is to the solid AL as 15 is to 
 8, or generally, as the altitude AE is to the altitude AI. 
 
 Again, if the ratio of AE to AI cannot bfe exactly expressed 
 in numbers, it is to be shown, that notwithstanding, we shall 
 have 
 
 solid AG : solid AL : : AE : AI. 
 For, if this proportion is not correct, suppose we have 
 
 sol. AG : soL AL : : AE : AO greater than AI. 
 Divide AE into equal parts, such that each shall be less than 
 01 ; there will be at least one point of division m, between O 
 and I. Let P be the parallelopipedon, whose base is ABCD, 
 and altitude Am ; since the altitudes AE, Am, are to each other 
 as the two whole numbers, we shall have 
 
 50/. AG : P : ; AE : Am. 
 But by hypothesis, w^e have 
 
 sol AG : sol AL : : AE : AO ; 
 therefore, 
 
 sol AL : P : : AO : Am. 
 But AO is greater than Am ; hence if the proportion is correct, 
 the solid AL must be greater than P. On the contrary, how- 
 ever, it is less : hence the fourth term of this proportion 
 
 sol AG : sol AL : : AE : x, 
 cannot possibly be a line greater than AI. By the same mode 
 of reasoning, it might be shown that the fourth term cannot be 
 less than AI ; therefore it is equal to AI ; hence rectangular 
 parallelopipedons having the same base are to each other as 
 their altitudes. 
 
BOOK VII. 
 
 155 
 
 PROPOSITION XII. THEOREM. 
 
 Two rectangular parallelopipedons, having the same altitude 
 are to each other as their bases. 
 
 1 
 
 A 
 
 I 
 
 ^ 
 
 
 Let the parallelopipedons x E 11 
 
 AG, AK, have the same al- 
 titude AE ; then will they be \K_ 
 to each other as their bases 
 AC, AN. 
 
 Having placed the tvv^o "^ |-HG 
 
 solids by the side of each 
 other, as ithe figure repre- 
 sents, produce the plane 
 ONKL till it meets the 
 plane DCGH in PQ ; you 
 will thus have a third par- 
 allelopipedon AQ, which 
 may be compared with each 
 of the parallelopipedons 
 AG, AK. The two solids 
 AG, AQ, having the same 
 base AEHD are to each other as their altitudes AB, AG ; in 
 like manner, the two solids AQ, AK, having the same base 
 AOLE, are to each other as their altitudes AD, AM. Hence 
 we have the two proportions, 
 
 sol. AG : sol AQ : : AB : AG, 
 sol AQ : sol AK : : AD : AM. 
 Multiplying together the corresponding terms of these propor- 
 tions, and omitting in the result the common multiplier sol AQ ; 
 we shall have 
 
 50/. AG : sol AK : : ABxAD : AOxAM. 
 But AB X AD represents the base ABCD ; and AO x AM rep- 
 resents the base AMNO ; hence two rectangular parallelopipe- 
 dons of the same altitude are to each other as their bases. 
 
 PROPOSITION XIII. THEOREM. 
 
 Any two rectangular parallelopipedons are to each other as the 
 products of their bases by their altitudes, that is to say, as the 
 products of their three dimensions. 
 
156 
 
 GEOMETRY. 
 
 E 
 
 •% 
 
 K 
 
 V 
 
 X 
 
 Z 
 
 M 
 
 H 
 
 T? 
 
 ^>. 
 
 D 
 
 For, having placed the two 
 soHds AG, AZ, so that their 
 surfaces have the common 
 angle BAE, produce the 
 planes necessary for com- 
 pleting tlie third parallelopi- 
 pedon AK having the same 
 altitude vt^ith the parallelopi- 
 pedon AG. By the last propo- 
 sition, v^^e shall have 
 sol. AG : sol AK : : 
 ABCD : AMNO. 
 But the two parallelopipedons 
 AK,AZ, having the same base 
 AMNO, are to each other as 
 their altitudes AE, AX ; hence _ 
 
 we have 
 
 sol AK : sol AZ : : AE : AX. 
 Multiplying together the corresponding terms of these propor- 
 tions, and omitting in the result the common multiplier sol AK ; 
 we shall have 
 
 sol AG : 50/. AZ : : ABCDxAE : AMNO x AX. 
 
 Instead of the bases ABCD and AMNO, put ABxADand 
 AO X AM it will give 
 
 50/.AG : solAZ : : ABxADxAE : AOxAMxAX. 
 
 Hence any two rectangular parallelopipedons are to each 
 other, &c. 
 
 Scholium. We are consequently authorized to assume, as 
 the measure of a rectangular parallelopipedon, the product 
 of its, base by its altitude, in other words, the product of its 
 three dimensions. 
 
 In order to comprehend the nature of this measurement, it 
 is necessary to reflect, that the number of linear units in one 
 dimension of the base multiplied by the number of Hnear units 
 in the other dimension of the base, will give the number of 
 superficial units in ihe base of the parallelopipedon (Book IV. 
 Prop. IV. Sch.). For each unit in height there are evidently 
 as many solid units as there are superficial units in the base. 
 Therefore, the number of superficial units in the base multi- 
 plied by the number of linear units in the altitude, gives the 
 number of solid units in the parallelopipedon. 
 
 If the three dimensions of another parallelopipedon are 
 valued according to the same linear unit, and multiplied together 
 in the same maimer, the two products will be to each other as 
 
BOOK VII. 157 
 
 the solids, and will serve to express their relative magni- 
 tude. 
 
 The magnitude of a sohd, its volume or extent, forms Vi^hat is 
 called its solidity ; and this word is exclusively employed to 
 designate the measure of a solid : thus we say the solidity of a 
 rectangular parallelopipedon is equal to the product of its base 
 by its altitude, or to the product of its three dimensions. 
 
 As the cube has all its three dimensions equal, if the side is 
 1, the solidity will be 1 x 1 x 1 = 1 : if the side is 2, the solidity 
 will be 2 X 2 x 2 — 8 ; if the side is 3, the solidity will be 3 x 3 x 
 3 = 27 ; and so on : hence, if the sides of a series of cubes are 
 to each other as the numbers 1, 2, 3, &c. the cubes themselves 
 or their solidities will be as the numbers 1, 8, 27, &c. Hence 
 it is, that in arithmetic, the cube of a number is the name given 
 to a product which results from three factors, each equal to 
 this number. 
 
 If it were proposed to find a cube double of a given cube, 
 the side of the required cube would have to be to that of the 
 given one, as the cube-root of 2 is to unity. Now, by a geo- 
 metrical construction, it is easy to find the square root of 2 ; 
 but the cube-root of it cannot be so found, at least not by the 
 simple operations of elementary geometry, which consist m 
 employing nothing but straight lines, two points of which are 
 known, and circles whose centres and radii are determined. 
 
 Owing to this difficulty the problem of the duplication of 
 the cube became celebrated among the ancient geometers, as 
 well as that of the trisection of an angle, which is nearly of the 
 same species. The solutions of which such problems are sus- 
 ceptible, have however long since been discovered ; and though 
 less simple than the constructions of elementary geometry, they 
 are not, on that account, less rigorous or less satisfactory. 
 
 PROPOSITION XIV. THEOREM. 
 
 The solidity of a parallelopipedon, and generally of any prism, 
 is equal to the product of its hose by its altitude. 
 
 For, in the first place, any parallelopipedon is equivalent to 
 a rectangular parallelopipedon, having the same altitude and 
 an equivalent base (Prop. X.). Now the solidity of the latter 
 is equal to its base multiplied by its height ; hence the solidity 
 of the former is, in like manner, equal to the product of its base 
 by its altitude. 
 
 In the second place, any triangular prism is half of the par- 
 allelopipedon so constructed as to have the same altitude and 
 a double base (Prop. VII.). But the solidity of the latter is equal 
 
158 
 
 GEOMETRY. 
 
 to its base multiplied by its altitude ; hence that of a triangular 
 prism is also equal to the product of its base, which is half that 
 of the parallelopipedon, multiplied into its altitude. 
 
 In the third place, any prism may be divided into as many 
 triangular prisms of the same altitude, as there are triangles 
 capable of being formed in the polygon which constitutes its 
 base. But the solidity of each triangular prism is equal to its 
 base multiplied by its altitude ; and since the altitude is the 
 same for all, it follows that the sum of all the partial prisms 
 must be equal to the sum of all the partial triangles, which con- 
 stitute their bases, multiplied by the common altitude. 
 
 Hence the solidity of any polygonal prism, is equal to the 
 product of its base by its altitude. 
 
 Co7\ Comparing two prisms, which have the same altitude, 
 the products of their bases by their altitudes will be as the 
 bases simply ; hence two prisms of the same altitude are to each 
 other as their bases. For a like reason, two prisms of the same 
 base are to each other as their altitudes. And when neither their 
 bases nor their altitudes are equal, their solidities will be to 
 each other as the products of their bases and altitudes. 
 
 PROPOSITION XV. THEOREM. 
 
 TVjo triangular pyramids, having equivalent bases and equal 
 altitudes, are equivalent, or equal in solidity. 
 
 Let S-ABC, S-ahc, be those two pyramids ; let their equiva- 
 lent bases ABC, abc, be situated in the same plane, and let AT 
 be their common altitude. If they are not equivalent, let ^-ahe 
 
BOOK VII. 159 
 
 be the smaller : and suppose Ka to be the altitude of a prism, 
 which having ABC for its base, is equal to their difference. 
 
 Divide the altitude AT into equal parts Ax, xy, yz, &c. each 
 less than A«, and let k be one of those parts ; through the points 
 of division pass planes parallel to the plane of the bases ; the 
 icorre spending sections formed by these planes in the two pyra- 
 mids will be respectively equivalent, namely DEF to def, GHI 
 to ghi, &c. (Prop. III. Cor. 2.). 
 
 This being granted, upon the triangles ABC, DEF, GHI, &c. 
 taken as bases, construct exterior prisms having for edges the 
 parts AD, DG, GK, &c. of the edge SA ; in like manner, on 
 bases dej, ghi, klm, &c. in the second pyramid, construct inte- 
 rior prisms, having for edges the corresponding parts of Sa. 
 It is plain that the sum of all the exterior prisms of the pyramid 
 S-ABC will be greater than this pyramid ; and also that the 
 sum of all the interior prisms of the pyramid S-abc will be less 
 than this pyramid. Hence the difference, between the sum of all 
 the exterior prisms and the sum of all the interior ones, must be 
 greater than the difference between the two pyramids them- 
 selves. 
 
 Now, beginning with the bases ABC, ahc, the second exte- 
 rior prism DEF-G is equivalent to the first interior prism def-a, 
 because they have the same altitude k, and their bases DEF, 
 def, are equivalent ; for like reasons, the third exterior prism 
 GHI-K and the second interior prism ghi-d are equivalent ; 
 the fourth exterior and the third interior ; and so on, to the last 
 in each series. Hence all the exterior prisms of the pyramid 
 S-ABC, excepting the first prism ABC-D, have equivalent cor- 
 responding ones in the interior prisms of the pyramid S-abc : 
 hence the prism ABC-D, is the difference between the sum of 
 all the exterior prisms of the pyramid S-ABC, and the sum of 
 the interior prisms of the pyramid S-abc. But the difference 
 between these two sets of prisms has already been proved to 
 be greater than that of the two pyramids ; which latter diffe- 
 rence we supposed to be equal to the prism a-ABC : hence the 
 prism ABC-D, must be greater than the prism a-ABC. But in 
 reality it is less ; for they have the same base ABC, and the 
 altitude Ax of the first is less than Aa the altitude of the second. 
 Hence the supposed inequality between the two pyramids can- 
 not exist ; hence the two pyramids S-ABC, S-abc, having equal 
 altitudes and equivalent bases, are themselves equivalent. 
 
leo GEOMETRY. 
 
 PROPOSITION XVI. THEOREM. 
 
 Ev.ery triangular pyramid is a third part of the triangular prism 
 having the same base and the same altitude. 
 
 Let F-ABC be a triangular 
 pyramid, ABC-DEF a triangular 
 prism of the same base and the 
 same altitude ; the pyramid will 
 be equal to a third of the prism. 
 
 Cut off the pyramid F-ABC 
 from the prism, by the plane 
 FAC ; there will remain the solid 
 F-ACDE, which may be consi- 
 dered as a quadrangular pyramid, 
 whose vertex is F, and whose base 
 is the parallelogram ACDE. 
 Draw the diagonal CE ; and pass 
 the plane FCE, which will cut the B 
 
 quadrangular pyramid into two triangular ones F-ACE,F-CDE. 
 These two triangular pyramids have for their common altitude 
 the perpendicular let fall from F on the plane ACDE ; they 
 have equal bases, the triangles ACE, CDE being halves of the 
 same parallelogram ; hence the two pyramids F-ACE, F-CDE, 
 are equivalent (Prop. XV.). But the pyramid F-CDE and the 
 pyramid F-ABC have equal bases ABC, DEF; they have also the 
 same altitude, namely, the distance between the parallel planes 
 ABC, DEF ; hence the two pyramids are equivalent. Now the 
 pyramid F-CDE has already been proved equivalent to F-ACE ; 
 hence the three pyramids F-ABC, F-CDE, F-ACE, which 
 compose the prism ABC-DEF are all equivalent. Hence the 
 pyramid F-ABC is the third part of the prism ABC-DEF, which 
 has the same base and the same altitude. 
 
 Cor. The solidity of a triangular pyramid is equal to a third 
 part of the product of its base by its altitude. 
 
 PROPOSITION XVII. THEOREM. 
 
 The solidity of every pyramid is equal to the base multiplied by 
 a third of the altitude,. 
 
BOOK VII. 161 
 
 Let S-ABCDE be a pyramid. 
 
 Pass the planes SEB, SEC, through the 
 diagonals EB, EC ; the polygonal pyraniid 
 S-ABCDE will be divided into several trian- 
 gular pyranriids all having the same altitude 
 SO. But each of these pyramids is measured 
 by multiplying its base ABE, BCE, or CDE, 
 by the third part of its altitude SO (Prop. XVI. 
 Cor.) ; hence the sum of these triangular pyra- 
 mids, or the polygonal pyramid S-ABCDE 
 will be measured by the sum of the triangles 
 ABE, BCE, CDE, or the polygon ABODE, ^ 
 
 multiplied by one third of SO ; hence every pyramid Is mea- 
 sured by a third part of the product of its base by its altitude. 
 
 Cor, 1. Every pyrarnid is the third part of the prism which 
 has the same base and the same altitude. 
 
 Coj\ 2. Two pyramids having the same altitude are to each 
 other as their bases. 
 
 Cor. 3. Two pyramids havmg equivalent bases are to each 
 other as their altitudes. 
 
 Cor. 4. Pyramids are to each other as the products of their 
 bases by their altitudes. 
 
 Scholium. The solidity of any polyedral body may be com- 
 puted, by dividing the body into pyramids ; and this division 
 may be accomplished in various ways. One of the simplest 
 is to make all the planes of division pass through the vertex 
 of one solid angle ; in that case, there will be formed as many 
 partial pyramids as the polyedron has faces, minus those faces 
 which form the solid angle whence the planes of division 
 proceed. 
 
 PROPOSITION XVIII. THEOREM. 
 
 If a pyramid be cut hy a plane parallel to its base, the frustum 
 that remains when the small pyramid is taken away, is equi- 
 valent to the sum of three pyramids having for their common 
 altitude the altitude of the frustum, and for bases the lower 
 base of the frustum, the upper base, and a mean proportional 
 between the two bases, 
 
 O* 
 
162 
 
 GEOMETRY 
 
 Let S-ABCDE be a pyra- 
 mid cut by the plane abcdCf 
 parallel to its base; let T-FGH 
 be a triangular pyramid hav- 
 ing the same altitude and an 
 equivalent base with the pyra- 
 mid S-ABCDE. The two 
 bases may be regarded as 
 situated in the same plane ; in 
 which case, the plane abed, if 
 produced, will form in the triangular pyramid a section fgk 
 situated at the same distance above the common plans of the 
 bases ; and therefore the section j/^/i will be to the section aftc^/e 
 as the base FGH is to the base ADD (Prop. III.), and since 
 the bases are equivalent, the sections will be so likewise. 
 Hence the pyramids S-abcde, T-fgh are equivalent, for their 
 altitude is the same and their bases are equivalent. The whole 
 pyramids S-ABCDE, T-FGH are equivalent for the same rea- 
 son ; hence the frustums ABD-dab, FGH-hfg are equivalent ; 
 hence if the proposition can be proved in the single case of 
 the frustum of a triangular pyramid, it will be true of every 
 other. 
 
 liCt FGH-hfg be the frustum of a tri- 
 angular pyramid, having parallel bases : 
 through the three points F, g, H, pass 
 the plane F^H ; it will cut off from the 
 frustum the triangular pyramid g-FGH. 
 This pyramid has for its base the lower 
 base FGH of the frustum ; its altitude 
 likewise is that of the frustum, because 
 the vertex g lies in the plane of the up- 
 per base fgh. 
 
 This pyramid being cut off, there will 
 remain the quadrangular pyramid 
 g-f/iKF, whose vertex is g, and base fJiHF. Pass the plane 
 fgH through the three points /, g, H ; it will divide the quad- 
 rangular pyramid into two triangular pyramids g-F/H, g-fhH. 
 The latter has for its base the upper base gfh of the frustum ; 
 and for its altitude, the altitude of the frustum, because its ver- 
 tex H lies in the lower base. Thus we already know two of 
 the three pyramids which compose the frustum. 
 
 It remains to examine the third ^-FfH. Now, if ^K be 
 drawn parallel to /F, and if we conceive a new pyramid 
 K-FfH, having K for its vertex and FfH for its base, these 
 two pyramids will have the same base F/"H ; they will also 
 have the same altitude, because their vertices g and K lie in 
 the line ^K, parallel to F/, and consequently parallel to the 
 
BOOK VII. 163 
 
 plane of the base : hence these pyramids are equivalent. But 
 the pyramid K-F/H may be regarded as having its vertex in 
 /, and thus its altitude will be the same as that of the frufitum : 
 as to its base FKH, we are now to show that this is a mean 
 proportional between the bases FGH and fgh. Now, the tri- 
 angles YMYLjfgh, have each an equal angle F=/; hence 
 
 FHK : /^/i : : FKxFH : fgxfh (Book IV. Prop. XXIV.) ; 
 but because of the parallels, FK==^, hence 
 FHK : /^A : : FH : fh. 
 We have also, 
 
 FHG : FHK : : FG : FK or fg. 
 But the similar triangles FGH,7^/i give * 
 
 FG:/^: : FH : /A ; 
 hence, 
 
 FGH : FHK : : FHK :/^A; 
 or the base FHK is a mean proportional between the two 
 bases FGH, fgh. Hence the frustum of a triangular pyramid 
 is equivalent to three pyramids whose common altitude is that 
 of the frustum and whose bases are the lower base of the 
 frustum, the upper base, and a mean proportional between the 
 two bases. 
 
 PROPOSITION XIX. THEOREM. 
 
 Similar triangular prisms are to each other as ike cubes of their 
 homologous sides. 
 
 Let CBD-P, chd-p, be two 
 similar triangular prisms, of 
 which BC, he, are homologous 
 sides : then will the prism 
 CBD-P be to the prism chd-p, 
 as BC^ to hc^. 
 
 For, since the prisms are 
 similar, the planes which con- 
 tain the homologous solid an- C ^ B 
 gles B and h, are similar, like placed, and equally inclined to 
 each other (Def. 17.) : hence the solid angles B and h, are equal 
 (Book VI. Prop. XXI. Sch.). If these solid angles be applied 
 to each other, the angle c/;6?will coincide with CBD, the side ha 
 with B A, and the prism chd-p will take the position Bcc?-p. From A 
 draw AH perpendicular to the common base of the prisms : then 
 will the plane BAH be perpendicular to the plane of the com- 
 
164 
 
 GEOMETRY. 
 
 mon base (Book VI. Prop. XVI.). Through a, in the plane BAH. 
 draw ah perpendicular to 
 BH : then will ah also be per- 
 pendicular to the base BDC 
 (Book VI. Prop. XVII.) ; and 
 AH, ah will be the altitudes 
 of the two prisms. 
 
 Now, because of the similar 
 triangles ABH,«BA, an(l of the 
 similar parallelograms AC, ac, 
 we have 
 
 AH : flf/i : : AB : ez6 : : BC : he. 
 But since the bases are similar, we have 
 base BCD : base bed : : BC^ ; he"^ (Book IV. Prop. XXV.) ; 
 hence, 
 
 base BCD : base bed : : AH^ : ah\ 
 Multiplying the antecedents by AH, and the consequents by 
 ahf and we have 
 
 base BCD X AH : base bed x ah : : AH^ ah\ 
 But the solidity of a prism is equal to the base multiplied by 
 the altitude (Prop. XIV.) ; hence, the 
 
 prism BCD-P : prism bcd-p : : AH^ : ah^ : : BC^ : bc\ 
 or as the cubes of any other of their homologous sides. 
 
 Cor. Whatever be the bases of similar prisms, the prisms 
 will be to each other as the cubes of their homologous sides. 
 
 For, since the prisms are similar, their bases will be similar 
 polygons (Def. 17.) ; and these similar polygons may be di- 
 vided into an equal number of similar triangles, similarly placed 
 (Book IV. Prop. XXVI.) : therefore the two prisms may be 
 divided into an equal number of triangular prisms, having their 
 faces similar and like placed ; and therefore, equally inclined 
 (Book VI. Prop. XXI.) ; hence the prisms will be similar. But 
 these triangular prisms will be to each other as the cubes of 
 their homologous sides, which sides being proportional, the 
 sums of the triangular prisms, that is, the polygonal prisms, will 
 be to each other as the cubes of their homologous sides. 
 
 I 
 
 PROPOSITION XX. THEOREM. 
 
 Two similar pyramids are to each other as the cubes of their 
 homologous sides. 
 
BOOK VII. 165 
 
 For, since the pyramids are similar, the soUd 
 angles at the vertices will be contained by the 
 same number of similar planes, like placed, 
 and equally inchned to each other (Def. 17.). 
 Hence, the solid angles at the vertices may 
 be made to coincide, or the tv^^o pyramids 
 may be so placed as to have the solid angle 
 S common. 
 
 In that position, the bases ABCDE, abcde, 
 vf'iW be parallel ; because, since the homolo- 
 gous faces are similar, the angle S<z& is equal 
 to SAB, and S6c to SBC ; hence the plane 
 ABC is parallel to the plane ahc (Book VI. Prop. XIII.). This 
 being proved, let SO be the perpendicular drawn from the 
 vertex S to the plane ABC, and o the point where this perpen- 
 dicular meets the plane ahc : from what has already been 
 shown, we shall have 
 
 SO : So : : SA : Sa : : AB : ah (Prop. III.) ; 
 and consequently, 
 
 iSO : iSo : : AB : ah. 
 But the bases ABCDE, abcde, being similar figures, we have 
 ABCDE : abode : : AB^ : aU' (Book IV. Prop. XXVIL). 
 Multiply the corresponding terms of these two proportions ; 
 there results the proportion, 
 
 ABCDE xiSO : ahcdex^So : : AB^ : ah\ 
 Now ABCDE X iSO is the solidity of the pyramid S-ABCDE, 
 and abcdexjSo is that of the pyramid S-abcde (Prop. XVII.) ; 
 hence two similar pyramids are to each other as the cubes of 
 their homologous sides. 
 
 General Scholium. 
 
 The chief propositions of this Book relating to the solidity ol 
 polyedrons, may be exhibited in algebraical terms, and so 
 recapitulated in the briefest manner possible. 
 
 Let B represent the base of a prism ; H its altitude : the 
 solidity of the prism will be B x H, or BH. 
 
 Let B represent the base of a pyramid ; H its altitude : the 
 solidity of the pyramid will be B x ^H, or H x ^B, or ^BH. 
 
 Let H represent the altitude of the frustum of a pyramid, 
 having parallel bases A and B ; VAB will be the mean pro- 
 portional between those bases ; and the solidity of the frustum 
 willbeiHx(A + B+VAB). 
 
 In fine, let P and p represent the solidities of two similar 
 prisms or pyramids ; A and a, two homologous edges : then we 
 shall have 
 
 P : p ; : A3 : a\ 
 
166 
 
 GEOMETRY. 
 
 BOOK VIII. 
 
 THE THREE ROUND BODIES. 
 
 Definitions. 
 
 E 
 
 M 
 
 :n: 
 
 \TI> 
 
 ^:::^P^^ 
 
 Li 
 
 K 
 
 G 
 
 1. A cylinder is the solid generated by the revolution oif a 
 rectangle ABCD, conceived to turn about the immoveable 
 side AB. 
 
 In this movement, the sides AD, BC, con- ^ 
 tinuing always perpendicular to AB, describe 
 equal circles DHP, CGQ, which are called 
 the bases of the cylinder, the side CD at the 
 same time describing the convex surface. 
 
 The immoveable line AB is called the axis 
 of the cylinder. 
 
 Every section KLM, made in the cylinder, 
 at right angles to the axis, is a circle equal to 
 either of the bases ; for, whilst the rectangle 
 ABCD turns about AB, the line KI, perpen- 
 dicular to AB, describes a circle, equal to the base, and this 
 circle is nothing else than the section made perpendicular to 
 the axis at the point I. 
 
 Every section PQG, made through the axis, is a rectangle 
 double of the generating rectangle ABCD. 
 
 2. A cone is the solid generated by the revolution of a right- 
 angled triangle SAB, conceived to turn about the immoveable 
 side SA. 
 
 In this movement, the side AB describes 
 a circle BDCE, named the base of the cone ; 
 the hypothenuse SB describes the convex 
 surface of the cone. 
 
 The point S is named the vertex of the 
 cone, SA the axis or the altitude, and SB 
 the side or the apothem. 
 
 Every section HKFI, at right angles to 
 the axis, is a circle ; every section SDE, 
 through the axis, is an isosceles triangle, 
 double of the generating triangle SAB. 
 
 3. If from the cone S-CDB, the cone S-FKH be cut off by 
 a plane parallel to the base, the remaining sohd CBHF is called 
 a truncated cone, or the frustum of a cone. 
 
BOOK VIII. 
 
 167 
 
 We may conceive it to be generated by the revolution of a 
 trapezoid ABHG, whose angles A and G are right angles, about 
 the side AG. The immoveable line AG is called the axis or 
 altitude of the frustum^ the circles BDC, HEK, are its bases, and 
 BH is its side. 
 
 4. Two cylinders, or two cones, are similar, when their 
 axes are to each other as the diameters of their bases. 
 
 5. If in the circle ACD, which forms the 
 base of a cylinder, a polygon ABCDE be 
 inscribed, a right prism, constructed on this 
 base ABCDE, and equal hi altitude to the 
 cylinder, is said to be inscribed in the cylin- 
 der, or the cylinder to be circumscribed 
 about the prism. 
 
 The edges AF, BG, CH, &c. of the prism, 
 being perpendicular to the plane of the base, 
 are evidently included in the convex sur- 
 face of the cylinder ; hence the prism and 
 the cylinder touch one another along these 
 edges. 
 
 6. In like manner, if ABCD is a poly- 
 gon, circumscribed about the base of a 
 cylinder, a right prism, constructed on this 
 base ABCD, and equal in altitude to the 
 cylinder, is said to be circumscribed about 
 the cylinder, or the cylinder to be inscribed 
 in the prism. 
 
 Let M, N, &c. be the points of contact 
 in the sides AB, BC, &c. ; and through the 
 points M,N,&c. let MX, NY, &c. be drawn Ak 
 perpendicular to the plane of the base : x^ 
 these perpendiculars will evidently lie both 
 in the surface of the cylinder, and in that 13 
 
 of the circumscribed prism ; hence they will be their lines of 
 contact. 
 
 7. If in the circle ABCDE, which forms 
 the base of a cone, any polygon ABCDE 
 be inscribed, and from the vertices A, B, 
 C, D, E, lines be drawn to S, the vertex 
 of the cone, these lines may be regarded 
 as the sides of a pyramid whose base is 
 the polygon ABCDE and vertex S. The 
 sides of this pyramid are in the convex 
 surface of the cone, and the pyramid is 
 said to be inscribed in the cone. 
 
168 
 
 GEOMETRY. 
 
 8. The sphere is a solid terminated by a curved surface, all 
 the points of which are equally distant from a point within, 
 called the centre. "- 
 
 The sphere may be con- 
 ceived to be generated by the 
 revolution of a semicircle 
 DAE about its diameter DE : 
 for the surface described in 
 this movement, by the curve 
 DAE, will have all its points 
 equally distant from its cen- 
 tre C. 
 
 9. Whilst the semicircle 
 DAE revolving round its di- 
 ameter DE, describes the 
 sphere ; any circular sector, 
 as pCF or FCH, describes a 
 solid, which is named a spherical sector. 
 
 10. The radius of a sphere is a straight line drawn from the 
 centre to any point of the surface ; the diameter or axis is a . 
 line passing through this centre, and terminated on both sides , 
 by the surface. 
 
 All the radii of a sphere are equal ; all the diameters are 
 equal, and each double of the radius. 
 
 11. It will be shown (Prop. VII.) that every section of the 
 sphere, made by a plane, is a circle : this granted, a great cir-^ 
 cle is a section which passes through the centre ; a small circle^ 
 is one which does not pass through the centre. 
 
 12. A plane is tangent to a sphere, when their surfaces have 
 but one point in common: 
 
 13. A zone is a portion of the surface of the sphere included 
 between two parallel planes, which form its bases. One of 
 these planes may be tangent to the sphere ; in which case, the 
 zone has only a single base. 
 
 14. A spherical segment is the portion of the solid sphere, 
 included between two parallel planes which form its bases. 
 One of these planes may be tangent to the sphere ; in which 
 case, the segment has only a single base. 
 
 15. The altitude of a zone or of a segment is the distance 
 between the tw^o parallel planes, which form the bases of the 
 zone or segment. 
 
 Note. The Cylinder, the Cone, and the Sphere, are the 
 three round bodies treated of in the Elements of Geometry. 
 
BOOK VIII. 
 
 1G9 
 
 PROPOSITION I. THEOREM. 
 
 ne convex surface of a cylinder is equal to the circumference of 
 its base multiplied by its altitude. 
 
 Let CA be the radius of the 
 given cylinder's base, and H its 
 altitude : the circumference 
 whose radius is CA being rep- 
 resented by circ. CA, we are to 
 show that the convex surface of 
 the cyhnder is equal to circ. CA 
 xH. 
 
 Inscribe in the circle any 
 regular polygon, BDEFGA, and 
 construct on this polygon a right 
 prism having its altitude equal to H, the altitude of the cylin- 
 der : this prism will be inscribed in the cylinder. The convex 
 surface of the prism is equal to the perimeter of the polygon, 
 multiphed by the altitude H (Book VII. Prop. I.). Let now 
 the. arcs which subtend the sides of the polygon be continually 
 bisected, and the number of sides of the polygon indefinitely 
 increased : the perimeter of the polygon will then become equal 
 to circ. CA (Book V. Prop. VIII. Cor. 2.), and the convex sur- 
 face of the prism will coincide with the convex surface of the 
 cylinder. But the convex surface of the prism is equal to the 
 perimeter of its base multiplied by H, whatever be the number 
 of sides : hence, the convex surface of the cylinder is equal to 
 the circumference of its base multiplied by its altitude. 
 
 PROPOSITION II. THEOREM. 
 
 The solidity of a cylinder is equal to the product of its base by its 
 
 altitude. 
 
I'TO GEOMETRY. 
 
 Let CA be the radius of the 
 base of the cylinder, and 11 
 ihe altitude. Let the circle 
 whose radius is CA be repre- 
 sented by area CA, it is to be 
 proved that the solidity of the 
 cylinder is equal to area CA x Hi 
 Inscribe in the circle any regu- 
 lar polygon BDEFGA, and con- 
 struct on this polygon a right 
 prism having its altitude equal 
 to H, the altitude of the cylinder : this prism will be inscribed 
 in the cylinder. The solidity of the prism will be equal to the 
 area of the polygon multiplied by the altitude H (Book VIL 
 Prop. XIV.). Let now the number of sides of the polygon be 
 indefinitely increased : the solidity of the new prism will still 
 be equal to its base multiplied by its altitude. 
 
 But when the number of sides of the polygon is indefinitely 
 increased, its area becomes equal to the area CA, and its pe- 
 rimeter coincides with circ. CA (Book V. Prop. VUL Cor. 1. 
 & 2.) ; the inscribed prism then coincides with the cylinder, 
 since their altitudes are equal, and their convex surfaces per- 
 pendicular to the common base : hence the two solids will be 
 equal ; therefore the solidity of a cylinder is equal to the product 
 of its base by its altitude. 
 
 Cor. L Cylinders of the same altitude are to each other as 
 their bases ; and cylinders of the same base are to each other 
 as their altitudes. 
 
 -i;.i4^- -:v-. ■■■■ ' ' • 
 ^•-'•Coi\ 2. Similar cylindo -s are to each other as the cubes of 
 
 their altitudes, or as the cuoes of the diameters of their bases. 
 
 For the. bases are as the squares of their diameters ; and the 
 , cylinders behig similar, the diameters of their bases are to 
 . each other as the altitudes (Def. 4.) ; hence the bases are 
 
 as the squares of the altitudes ; hence the bases, multiplied 
 
 by the altitudes, or the cylinders themselves, are as the cubes 
 
 of the altitudes. 
 
 Scholium, Let R be the radius of a cylinder's base ; H the 
 altitude : the surface of the base will be tt.W (Book V. Prop. 
 XII. Cor. 2.) ; and the solidity of the cylinder will be jiR-xH 
 or^r.Rs.H. 
 
BOOK VIII. 
 
 171 
 
 PROPOSITION III. THEOREM. 
 
 The convex surface of a cone is equal to the circumference of its 
 '■ haselmultipliedhy half its side. 
 
 Let the circle ABCD be the 
 base of a cone, S the vertex, 
 SO the altitude, and SA the 
 side : then will its convex sur- 
 face be equal to circ. OA x ^S A. 
 
 For, inscribe in the base of 
 the cone any regular polygon 
 ABCD, and on this polygon as 
 a base conceive a pyramid to 
 be constructed having S for its 
 vertex : this pyramid will be a 
 regular pyramid, and will be inscribed in the cone. 
 
 From S, drav/ SG perpendicular to one of the sides of the 
 polygon. The convex surface of the inscribed pyramid is equal 
 to the perimeter of the polygon which forms its base, multiplied 
 by half the slant height SG (Book VII. Prop. IV.). Let now 
 the number of sides of the inscribed polygon be indefinitely 
 increased; the perimeter of the inscribed polygon will then 
 become equal to circ, OA, the slant height SG will become 
 equal to the side SA of the cone, and the convex surfape of 
 the pyramid to the convex surface of the cone. But wfe-atever 
 be the number of sides of the polygon which forms 'the base, 
 the convex surface of the pyramid is equal to the perimeter of 
 the base multiplied by half the slant height: hence the. convex 
 .surface of a cone is equal to the circumference of the base 
 multiplied by half the side. 
 
 Scholium. Let L be the side of a cone, R the radius. of its 
 base ; the circumference of this base will be 27r.R, and the sur- 
 face of the cone will be 2iR x^L, or jiRL. 
 
 y?{ 
 
 PROPOSITION IV. THEOREM. 
 
 The convex surface of the frustum of a cone is equal to its side 
 multiplied by half the sum of the circumferences of its two 
 bases. 
 
172 
 
 GEOMETRY 
 
 Lei BTA-DE be a frustum of a 
 cone : then will its convex surface be 
 equal to AD x ^ circ.OA + circ.CU ^ 
 
 . For, inscribe in the bases of the 
 frustums two regular polygons of the 
 same number of sides, and having 
 their homologous sides parallel, each 
 to each. The lines joining the ver- 
 tices of the homologous angles may 
 be regarded as the edges of the frus- 
 tum of a regular pyramid inscribed 
 in the frustum of the cone. The con- 
 vex surface of the frustum of the 
 pyramid is equal to half the sum of the perimeters of its bases 
 multiplied by the slant height fh (Book VII. Prop. IV. Cor.). 
 Let now the number of sides of the inscribed polygons be 
 ^ indefinitely increased : the perimeters of the polygons will be- 
 come equal to the circumferences BI A, EGD ; the slant height 
 fh will become equal to the side AD or BE, and the surfaces 
 of the two frustums will coincide and become the same surface. 
 But the convex surface of the frustum of the pyramid will 
 still be equal to half the sum of the perimeters of the upper 
 and low^er bases multiplied by the slant height : hence the sur- 
 face of the frustum of a cone is equal to its side multiphed by 
 half the sum of the circumferences of its two bases. 
 
 Cor, Through/, the middle point of AD, draw /KL paral- 
 * lel to AB, and /i, Dd, parallel to CO. Then, since A/, 11), are 
 '^ equal, Ai, id, will also be equal (Book IV. Prop. XV. Cor. 2.) : 
 hence, K/ is equal to ^(OA + CD). But since the circumfe- 
 rences of circles are to each other as their radii (Book V. 
 Prop. XL), the circ. Kl=l(circ. 0A + circ. CD) ; therefore, the 
 convex surface of a frustum of a cone is equal to its side multi- 
 plied hy the circumference of a section at equal distances from 
 the two bases. , , 
 
 Scholium. If a line AD, lying wholly on one side of the line 
 OC, and in the same plane, make a revolution 'around OC, 
 tlie surface, described by AD will have for its measure ADx 
 /circ.AQ + arc. DC\ ^^ ^j^ ^ ^.^^ ^j^. '^^^ jj^^^ ^^ ^^^ ^^ 
 
 bemg perpendiculars, let fall from the extremities and from 
 the middle point of AD, on the axis OC. 
 
 For, if AD and OC are produced till they meet in S, the 
 surface described by AD is evidently the frustum of a cone 
 
BOOK VIII. 173 
 
 • 
 having AO and DC for the radii of its bases, the vertex of 
 the whole cone being S. Hence this surface will be measured 
 as we have said. 
 
 This measure will always hold good, even when the point 
 P falls on S, and thus forms a whole cone ; and also when the 
 line AD is parallel to the axis, and thus forms a cylinder. In 
 the first case DC would be nothing ; in the second, DC would 
 be equal to AO and to IK, 
 
 PROPOSITION V. THEOREM. 
 
 The solidity of a cone is equal to its base multiplied hy a third of 
 its altitude. 
 
 Let SO be the altitude of a cone, 
 OA the radius of its base, and let 
 the area of the base be designated 
 by area OA : it is to be proved that 
 the solidity of the cone is equal to 
 area. OAx^SO. 
 
 Inscribe in the base of the cone 
 any regular polygon ABDEF, and 
 join the vertices A, B, C, <fec. with 
 the vertex S of the cone : then will 
 there be inscribed in the cone a 
 regular pyramid having the same vertex as the cone, and hav- 
 ing for its base the polygon ABDEF. The solidity of this 
 pyramid is equal to its base multiplied by one third of its ahi- 
 tude (Book VII. Prop. XVII.). Let now the number of sides 
 of the polygon be indefinitely increased : the polygon will then 
 become equal to the circle, and the pyramid and cone will 
 coincide and become equal. But the solidity of the pyramid 
 is equal to its base multiplied by one third of its altitude, what- 
 ever be the number of sides of the polygon which forms its 
 base : hence the solidity of the cone is equal to its base multi- 
 plied by a third of its altitude. 
 
 Cor. A cone is the third of a cylinder having the same base 
 and the same altitude ; whence it follows, 
 
 1. That cones of equal altitudes are to each other as their 
 bases ; 
 
 2. That cones of equal bases are to each other as their 
 altitudes ; 
 
 3. That similar cones are as the cubes of the diameters of 
 their bases, or as the cubes of their altitudes. 
 
 P* 
 
174 GEOMETRY. 
 
 Cor. 2. The solidity of a cone is equivalent to the solidity of 
 a pyramid having an equivalent base and the same altitude 
 (Book VII. Prop. XVIL). 
 
 Scholium. Let R be the. radius of a cone's base, H its alti- 
 tude ; the solidity of the cone will be nW x ^H, or ^^iR^H. 
 
 PROPOSITION VI. THEOREM 
 
 The solidity of the frustum of a cone is equal to the sum of the 
 solidities of three cones whose common altitude is the altitude 
 of the frustum, and whose bases are, the upper base of the frus- 
 tum, the lower base of the frustum, and a mean proportional 
 between them. 
 
 Let AEB-CD be the frustum of a 
 cone, and OP its altitude ; tlien will its 
 solidity be equal to 
 
 ^^ X OP X (A02+DP2+ AO X DP). 
 For, inscribe in the lower and- upper 
 basea two regular polygons having the 
 same number of sides, and having their 
 homologous sides parallel, each to each. 
 Join the vertices of the homologous 
 angles and there will then be inscribed 
 in the frustum of the cone, the frustum 
 of a regular pyramid. The sohdity of 
 
 the frustum of the pyramid is equivalent to three pyramids 
 having the common altitude of the frustum, and for bases, the 
 lower base of the frustum, the upper base of the frustum, and 
 a mean proportional between them (Book VIL Prop. XVIII.). 
 
 Let now, the number of sides of the inscribed polygons be 
 indefinitely increased : the bases of the frustum of the pyramid 
 ■will then coincide with the bases of the frustum of the cone, 
 and the two frustums will coincide and become the same solid. 
 Since the area of a circle is equal to R-.tt (Book V. Prop. XII. 
 Cor. 2.), the expression for the solidities of the frustum will 
 become 
 
 for the first pyramid -\0P x OA^rr. 
 for the second iOP x PD^.^r 
 
 for the third J OP x AO x PD.Tt ; since 
 
 AO x PD.Ti is a mean proportional between OA^.^r and PD^.rr. 
 Hence the solidity of the frustum of the cone is measured by 
 4«0P x (OAH PDH AO X PD). 
 
BOOK VIII. 175 
 
 PROPOSITION VII. THEOREM. 
 Every section of a sphere, made by a plane, is a cir.c!e. 
 
 Let AMB be a section, made by a 
 plane, in the sphere whose centre is C. 
 From the point C, draw CO perpen- 
 dicular to the plane AMB ; and diffe- 
 rent lines CM, CM, to different points 
 of the curve AMB, which terminates 
 the section. 
 
 The oblique lines CM, CM, CA, are 
 equal, being radii of the sphere ; hence 
 they are equally distant from the perpendicular CO (Book VI. 
 Prop. V. Cor.) ; therefore all the lines OM, OM, OB, are equal ; 
 consequently the section AMB is a circle, whose centre is O. 
 
 Cor 1. If the section passes through the centre of the sphere, 
 its radius will be the radius of the sphere; hence all great 
 circles are equal. 
 
 Co7\ 2. Two great circles always bisect each other ; for 
 their common intersection, passing through the centre, is a 
 diameter. 
 
 Cor. 3. Every great circle divides the sphere and its surface 
 into two equal parts : for, if the two hemispheres were sepa- 
 rated and afterwards placed on the common base, with their 
 convexities turned the same way, the two surfaces would 
 exactly coincide, no point of the one being nearer the centre 
 than any point of the other. 
 
 Cor. 4. The centre of a small circle, and that of the sphere, 
 are in the same straight line, perpendicular to the plane of the 
 small circle. 
 
 Cor. 5. Small circles are the less the further they lie from 
 the centre of the sphere ; for the greater CO is, the less is the 
 chord AB, the diameter of the small circle AMB. 
 
 Cor. 6. An arc of a great circle may always be made to pass 
 through any two given points of the surface of the sphere ; for 
 the two given points, and the centre of the sphere make three 
 points which determine the position of a plane. But if the 
 two given points were at the extremities of a diameter, these 
 two points and the centre would then lie in one straight line, 
 
 \ and an infinite number of great circles might be made to pass 
 
 s through the two given points. 
 
176 
 
 GEOMETRY. 
 
 PROPOSITION VIII. THEOREM. 
 
 Evejy plane perpendicular to a radius at its extremity is tangent 
 to the. sphere. 
 
 Let FAG be a plane perpendicular 
 to the radius OA. at its extremity A. 
 Any point M in this plane being as- 
 sumed, and OM, AM, being drawn, 
 the angle 0AM will be a right angle, 
 and hence the distance OM will be 
 greater than OA. Hence the point 
 M lies without the sphere ; and as the 
 same can be shown for every other 
 point of the plane FAG, this plane can 
 have no point but A common to it and the surface of the sphere ; 
 hence it is a tangent plane (Def. 12.) 
 
 Scholium. In the same way it may be shown, that two 
 spheres have but one point in common, and therefore touch 
 each other, when the distance between their centres is equal to 
 the sum, or the difference of their radii ; in which case, the 
 centres and the point of contact lie in the same straight line 
 
 PROPOSITION IX. LEMMA. 
 
 If a regular semi-polygon he rev^olved about a line passing 
 through the centre and the vertices of two opposite angles, the 
 surface described by its perimeter will be equal to the axis mul- 
 tiplied by the circumference of the inscribed circle. 
 
 Let the regular semi-polygon ABCDEF, 
 be revolved about the line AF as an axis : 
 then will the surface described by its pe- 
 rimeter be equal to AF multiplied by the 
 circumference of the inscribed circle. 
 
 From E and D, the extremities of one of 
 the equal sides, let fall the perpendiculars 
 EH, DI, on the axis AF, and from the cen- 
 tre O draw ON perpendicular to the side 
 DE : ON will be the radius of the inscribed 
 circle (Book V. Prop. H.). Now, the sur- 
 face described in the revolution by any one 
 side of the regular -polygon, as DE, has 
 
BOOK VIII. 
 
 177 
 
 been shown to be equal to DE x circ. NM (Prop. IV. Sch.). 
 Biit since the triangles EDK, ONM, are similar (Book IV 
 Prop. XXL), ED : KK or HI : : ON : NM, or as circ. ON . 
 circ. NM ; hence 
 
 ED X circ. NM = HI x circ. ON ; 
 and since the same may be shown for each of the other sides, 
 it is plain that the surface described by the entire perimeter i$ 
 equal to 
 
 (FH + HH-IP + PQ+QA)xaVc ON=AFxcirc. ON. 
 
 Cor. The surface described by any portion of the perime- 
 ter, as EDC, is equal to the distance between the two perpen 
 diculars let fall from its extremities on the axis, multiplied by 
 the circumference of the inscribed circle. For, the surfac( 
 described by DE is equal to HI x circ. ON, and the surface 
 described by DC is equal to IPx circ. ON : hence the surface 
 described by ED + DC, is equal to (HI + IP) x arc. ON, o] 
 equal to HP x circ. ON. 
 
 PROPOSITION X. THEOREM. 
 
 The surface of a sphere is equal to the product of its diameter 5y 
 the circumference of a great circle. 
 
 Let ABODE be a semicircle. Inscribe in 
 it any regular semi-polygon, and from the 
 centre O draw OF perpendicular to one of 
 the sides. 
 
 Let the semicircle and the semi-polygon 
 be revolved about the axis AE : the semi- 
 circumference ABODE will describe the 
 surface of a sphere (Def. 8.) ; and the pe- 
 rimeter of the semi-polygon will describe 
 a surface which has for its measure AE x 
 circ. OF (Prop. IX.), and this will be true 
 whatever be the number of sides of the po- 
 lygon. But if the number of sides of the polygon be indefi- 
 nitely increased, its perimeter will coincide with the circumfe- 
 rence ABODE, the perpendicular OF will become equal to 
 OE, and the surface described by the perimeter of the semi- 
 polygon will then be the same as that described by the semi- 
 circumference ABODE. Hence the surface of the sphere is 
 equal to AE x circ, OE. 
 
 Cor. Since the area of a great circle is equal to the product 
 of its circumference by half the radius, or one fourth of the 
 
178 
 
 GEOMETRY. 
 
 uiameter (Book V. Prop. XII.), it follows that the surface of a 
 siihere is equal to four of its great circles : that is, equal to 
 4.^.0A2 (Book V. Prop. XII. Cor. 2.). 
 
 Scholium 1. The surface of a zone is equal to its altitude mul- 
 tiplied by the circumference of a great circle. 
 
 For, the surface described by any portion 
 of the perimeter of the inscribed polygon, as 
 BC + CD, is equal to EH xcfrc. OF (Prop. 
 IX. Cor.). But when the number of sides 
 of the polygon is indefinitely increased, BC 
 f CD, becomes the arc BCD, OF becomes 
 equal to OA, and the surface described by 
 BC + CD, becomes the surface of the zone 
 described by the arc BCD : hence the sur- 
 *kce of the zone is equal to EH x circ. OA. 
 
 Scholium 2. When the zone has but one 
 base, as the zone described by the arc ABCD, its surface will 
 still be equal to the altitude AE multiplied by the circumference 
 of a great circle. 
 
 Scholium 3. Two zones, taken in the same sphere or in equal 
 spheres, are to each other as their altitudes ; and any zone is to 
 the surface of the sphere as the altitude of the zone is to the 
 diameter of the sphere. 
 
 PROPOSITION XL LEMMA. 
 
 If a triangle and a rectangle, having the same base and the same 
 altitude, tujm together about the common base,the solid described 
 by the triangle will be a third of the cylinder described by the 
 rectangle. *^' 
 
 Let ACB be the triangle, and BE the rectangle. 
 
 On the axis, let fall the perpcn- ^ 
 dicular AD : the cone described by 
 jthe triangle ABD is the third part of 
 the cylinder described by the rectan- 
 gle AFBD (Prop. V. Cor.) ; also the 
 cone described by the triangle ADC 
 is the third part of the cylinder de- 
 sci-ibed by the rectangle ADCE ; hence the sum of the two 
 cones, or the solid described by ABC, is the third part of the 
 two cylinders taken together, or of the cylinder described by 
 the rectangle BCEF. 
 
BOOK VIII. 
 
 179 
 
 If the perpendicular AD falls without 
 the triangle ; the solid described by ABC 
 will, in that case, be the difference of the 
 two cones described by ABD and ACD ; 
 
 but at the same time, the cylinder de- . 
 
 scribed by BCEF will be the difference ^ ^ ^ 
 
 of the two cylinders described by AFBD and AECD. Hence 
 the solid, described by the revolution of the triangle, will still 
 be a third part of the cylinder described by the revolution of 
 the rectangle having the same base and the same altitude. 
 
 Scholium. The circle of which AD is radius, has for its 
 measure ^rx AD-; hence t^x AD^xBC measures the cylinder 
 described by BCEF, and ^ttx AD-xBC measures the solid 
 described by the triangle ABC. 
 
 PROPOSITION XII. LEMMA. 
 
 ^^tMJ^dtL^,: . 
 
 If a triangle he revolved about a line drawn at pleasure through 
 its vertex, the solid described by the triangle will have for its 
 measure, the area of the triangle multiplied by two thirds of the 
 circumference traced, by the middle point of the base. 
 
 Let CAB be the triangle, and CD the line about which it 
 revolves. 
 
 Produce the side AB till it 
 meets the axis CD in D ; from the 
 points A and B, draw AM, BN, 
 perpendicular to the axis, and CP 
 perpendicular to DA produced. 
 
 The solid described by the tri- 
 angle CAD is measured by \n x 
 AM^x CD (Prop. XI. Sch.) ; the solid described by the triangle 
 CBD is measured by ^n x BN- x CD ; hence the difference of 
 those solids, or the solid described by ABC, will have for its 
 measure i7r(AM2— BN^) x CD. 
 
 To this expression another form may be given. From I, the 
 middle point of AB,draw IK perpendicular to CD ; and through 
 B, draw BO parallel to CD : we shall have AM + BN=2lK 
 (Book IV. Prop. VII.) ; andAM— BN=AO; hence (AM + 
 BN) X* ( AM— NB), or AM2_BN2=2IK x AO (Book IV. Prop. 
 X.). Hence the measure of the solid in question is ex- 
 pressed by 
 
 l^xIKxAOxCD. 
 
 MX^sr 
 
18t/ 
 
 OEOMETRf. 
 
 M:x3>r 
 
 But CP being drawn perpendicular to AB, the triangles ABO 
 DCP will be similar, and give the proportion 
 
 AO : CP : : AB : CD; 
 hence AOxCD=CPxAB; 
 
 but CP X AB is double the area of the triangle ABC ; hence 
 we have 
 
 A0xCD=2ABC; 
 
 hence the solid described by the 
 
 triangle ABC is also measured 
 
 by |7r X ABC X IK, or which is the 
 
 same thing, by ABC x Icirc. IK, 
 
 arc. IK being equal to S^rxIK. 
 
 Hence the solid described by the 
 
 revolution of the triangle ABC, has 
 
 for its measure the area of this triangle multiplied hy two thirds 
 
 of the circumference traced by I, the middle point of the base. 
 
 Cor, IfthesideAC-=:CB, 
 the line CI will be perpen- 
 dicular to AB, the area ABC 
 will be equal to ABx|CI, 
 and the solidity ^n x ABC x 
 IK will become fTixABx 
 IKxCI. But the triangles 
 ABO, CIK, are similar, and 
 give the proportion AB : BO 
 or MN : : CI : IK; hence ABxIK=MNxCI; hence the 
 solid described by the isosceles triangle ABC will have for its 
 measure fTrxCFxMN : that is, equal to two thirds of n into 
 the square of the perpendicular let fall on the base, into the 
 distance between the pwo perpendiculars let fall on the axis. 
 
 Scholium. The general solution appears to include the sup- 
 position that AB produced will meet the axis ; but the results 
 would be equally true, though AB were parallel to the axis. 
 
 Thus,the cylinder described by AMNB p /\ j^ 
 
 is equal to tt.AM^.MN ; the cone descri- 
 bed by ACM is equal to In.KW.QM, 
 and the cone described by BCN to 
 ^nkW CN. Add the first two solids and 
 take away the third ; we shall have the 
 solid described by ABC equal to tt.AM^. 
 (MN + iCM— iCN): and since CN— CM =MN, this expres- 
 sion is reducible to tt.AM-.^MN, or fTi.CP^.MN; which agreeg 
 with the conclusion found above. 
 
BOOK VIII. 
 
 181 
 
 PROPOSITION XIII. LEMMA. 
 
 Ij a regular semi-polygon he revolved about a line passing 
 through the centre and the vertices of iivo opposite angles, the 
 solid described will be equivalent to a cone, having for its base 
 the inscribed circle, and for its altitude twice the axis about 
 which the semi-polygon is revolved. 
 
 Let the semi-polygon FABG be revolved 
 about FG : then, if 01 be the radius of the 
 inscribed circle, the solid described will be 
 measured by ^area 01 x 2FG. 
 
 For, since the polygon is regular, the 
 triangles OFA, OAB, OBC, &c. are equal 
 and isosceles, and all the perpendiculars let 
 fall from O on the bases FA, AB, &c. will 
 be equal to 01, the radius of the inscribed 
 circle. 
 
 Now, the solid described by OAB is mea- 
 sured by frr OP+MN (Prop. XII. Cor.) ; 
 the solid described by the triangle OFA has for its measure 
 fTiOP X FM, the solid described by the triangle OBC, has for 
 its measure f tiOP x NO, and since the same may be shown for 
 the solid described by each of the other triangles, it follows 
 that the entire solid described by the semi-polygon is mea- 
 sured by |7iOP.(FM+MN + NO + OQ+QG), or f^OPxFG ; 
 which is also equal to ^tiOP x 2FG. But yr.OP is the area of 
 the inscribed circle (Book V. Prop. XII. Cor. 2.) : hence the 
 solidity is equivalent to a cone whose base is area 01, and 
 altitude 2FG. 
 
 PROPOSITION XIV. THEOREM. 
 
 The solidity of a sphere is equal to its surface multiplied by a 
 third of its radius. 
 
182 GEOMETRY. 
 
 Inscribe in the semicircle ABCDE a 
 regular semi-polygon, having any number 
 of sides, and let 01 be the radius of the 
 circle inscribed in the polygon. . 
 
 If the semicircle and semi-polj^gon be 
 •'evolved about EA, the semicircle will 
 describe a sphere, and the semi-polygon a 
 solid which has for its measure fyiOPx 
 EA (Prop. XIII.) ; and this will be true 
 whatever be the number of sides of the 
 
 polygon. But if the number of sides of 
 
 the polygon be indefinitely increased, the E 
 
 semi-polygon will become the semicircle, 01 will become 
 equal to OA, and the solid described by the semi-polygon will 
 become the sphere : hence the solidity of the sphere is equal 
 to fTiOA^xEA, or by substituting 20 A for EA, it becomes 
 jn.OA^ X OA, which is also equal to 47rOA2 x ^OA. But 47r.OA2 
 is equal to the surface of the sphere (Prop. X. Cor.) : hence 
 the solidity of a sphere is equal to its surface multiphed by a 
 third of its radius. 
 
 Scholium 1. The solidity of every spherical sector is equal to 
 the zone which forms its base, multiplied by a third of the radius. 
 
 For, the solid described by any portion of the regular poly- 
 gon, as the isosceles triangle OAB, is measured by f^rOFx AF 
 (Prop. XII. Cor.) ; and when the polygon becomes the circle, 
 the portion- OAB becomes the sector AOB, 01 becomes equal 
 to OA, and the solid described becomes a spherical sector. But 
 its measure then becomes equal to f^r. AO^ x AF, which is equal 
 to 27r.AO X AF X ^AO. But 27r.AO is the circumference of a 
 great circle of the sphere (Book V. Prop. XII. Cor. 2.), which 
 being multiplied by AF gives the surface of the zone which 
 forms the base of the sector (Prop. X. Sch. 1.) : and the proof 
 is equally applicable to the spherical sector described by the 
 circular sector BOC : hence, the solidity of the spherical sector 
 is equal to the zone which forms its base, multiplied by a third 
 of the radius. 
 
 Scholium 2. Since the surface of a sphere whose radius is 
 R, is expressed by 47rR2 (Prop. X. Cor.), it follows that the 
 surfaces of spheres are to each other as the squares of their 
 radii ; and since their solidities are as their surfaces multiplied 
 by their radii, it follows that the solidities of 'spheres are to 
 each other as the cubes of their radii, or as the cubes of their 
 diameters. 
 
BOOK VIII. 
 
 183 
 
 Scholium 3. Let R be the radius of a sphere ; its surface 
 will be expressed by 47rR^, and its solidity by AnK^ x ^R, or 
 |7rR^. If the diameter is called D, we shall have R=iD, 
 and R'*'=|D^ : hence the solidity of the sphere may likewise be 
 expressed by 
 
 PROPOSITION XV. THEOREM. 
 
 The surface of a sphere is to the whole surface of the circum- 
 scribed cylinder^ including its bases, as 2 is to 3 : and the so- 
 lidities of these two bodies are to each other in the same ratio. 
 
 D 
 
 ^ « ^ 
 
 s^ 
 
 ^^^ 
 
 / "^ 
 
 : \ 
 
 /^^— - 
 
 
 ^ 
 
 ^ 
 
 ^ 
 
 Let MPNQ be a great circle of the 
 sphere ; ABCD the circumscribed 
 square : if the semicircle PMQ and 
 the half square PADQ are at the 
 same time made to revolve about the 
 diameter PQ, the semicircle will gene- ]M 
 rate the sphere, while the half square 
 will generate the cylinder circum- 
 scribed about that sphere. . 
 
 The altitude AD of the cylinder is 
 equal to the diameter PQ ; the base of 
 the cylinder is equal to the great circle, since its diameter AB 
 is equal to MN ; hence, the convex surface of the cylinder is 
 equal to the circumference of the great circle multiplied by its 
 diameter (Prop. 1.). This measure is the same as that of the 
 surface of the sphere (Prop. X.) : hence the surface of the sphere 
 is efiual to the convex surface of the circumscribed cylinder. 
 
 But the surface of the sphere is equal to four great circles ; 
 hence the convex surface of the cylinder is also equal to four 
 great circles : and adding the two bases, each equal to a great 
 circle, the total surface of the circumscribed cylinder will be 
 equal to six great circles; hence the surface of the sphere is to 
 the total surface of the circumscribed cylinder as 4 is to 6, or 
 as 2 is to 3 ; which was the first branch of the Proposition. 
 
 In the next place, since the base of the circumscribed cylin- 
 der is equal to a great circle, and its altitude to the diameter, 
 the solidity of the cylinder will be equal to a great circle mul- 
 tiplied by its diameter (Prop. II.). But the solidity of the 
 sphere is equal to four great circles multiplied by a third of the 
 radius (Prop. XIV.); in other terms, to one great circle multi- 
 plied by ^ of the radius, or by | of the diameter ; hence the 
 sphere is to the circumscribed cylinder as 2 to 3, and conse- 
 quently the solidities of these two bodies are as their surface* 
 
184 GEOMETRY. M 
 
 % 
 Scholium. Conceive a polyedron, all of whose faces touch 
 the sphere ; this polyedron may be considered as formed of 
 pyramids, each having for its vertex the centre of the sphere, 
 and for its base one of the polyedron's faces. Nov*^ it is evi- 
 dent that all these pyramids will have the radius of the sphere 
 for their common altitude : so that each pyramid will be equal 
 to one face of the polyedron multiplied by a third of the radius ; 
 hence the whole polyedron will be equal to its surface multi- 
 plied by a third of the radius of the inscribed sphere. 
 
 It is therefore manifest, that the solidities of polyedrons cir- 
 cumscribed about the sphere are to each other as the surfaces 
 of those polyedrons. Thus the property, which we have shown 
 to be true with regard to the circumscribed cylinder, is also 
 true with regard to an infinite number of other bodies. 
 
 We might likewise have observed that the surfaces of poly- 
 gons, circumscribed about the circle, are to each other as their 
 perimeters. 
 
 PROPOSITION XVI. PROBLEM. 
 
 If a circular segment he supposed to make a revolution about a 
 diameter exterior to it^ required the value of the solid which it 
 describes, A 
 
 Let the segment BMD revolve about AC. 
 
 On the axis, let fall the perpendiculars 
 BE, DF ; from the centre C, draw CI 
 perpendicular to the chord BD ; also draw 
 the radii CB, CD. 
 
 The solid described by the sector BCD . C 
 
 is measured by f^ CB^.EF (Prop. XIV. Sch. 1). But the 
 solid diescribed by the isosceles triangle DCB has for its mea- 
 sure fTT.CP.EF (Prop. XII. Cor.) ; hence the sohd described 
 by the segment BMD=|^.EF.(CB2— CP). Now, in the right- 
 angled triangle CBI, we have CB^— CP^BP^iBD^ ; hence 
 the solid described by the segment BMD will have for its mea- 
 sure f TT.EF.iBD^, or itt.BDIEF: that is one sixth of n into 
 the square of the chord, into the distance between the two per- 
 pendiculars let fall from the extremities of the arc on the 
 axis. 
 
 Scholium. The solid described by the segment BMD is to 
 the sphere which has BD for its diameter, as ^^r.BD-.EF is 
 to i^.BD^ or as EF to BD. 
 
BOOK VIII. 185 
 
 PHOPOSITION XVII. THEOREM. 
 
 Every segment of a sphere is measured hy the half sum of 
 its bases multiplied hy its altitude, plus the solidity of a 
 sphere whose diameter is this same altitude. 
 
 Let BE, DF, be the radii of the two 
 bases of the segment, EF its altitude, the 
 segment being described by the revolu- 
 tion of the circular space BMDFE about 
 the axis FE. The solid described by the 
 segment BMD is equal to ^rr.BD^.EF 
 (Prop. XVI.) ; and the truncated cone de- 
 scribed by the trapezoid BDFE is equal 
 to i 7r.EF. (BE2 + DF-+ BE.DF) (Prop.V I.) ; 
 hence the segment of the sphere, which is the sum of those two 
 solids, must be equal to i7r.EF.(2BE2+2DF2+2BE.DF+BD:) 
 But, drawing BO parallel to EF, we shall have DO=DF— BE, 
 hence DO'^^DF^— 2DF.BE + BE2 (Book IV. Prop. IX.) ; and 
 consequently BD2=zB02+ D0'^=:EF2+ DF^— 2DF . BE + BE'^. 
 Put this value in place of BD^ in the expression for the value 
 of the segment, omitting the parts which destroy each other ; 
 we shall obtain for the solidity of the segment, 
 
 i7rEF.(3BE2+3DF2+EF2), 
 an expression which may be decomposed into two parts ; the 
 
 /7t.BE2+^.DF2\ 
 one i^.EF.(3BE2+3DF2), or EF.( ^ ) being the 
 
 rhalf sum of the bases multiplied by the altitude ; while the 
 other iTt.EF^ represents the sphere of which EF is the diame- 
 ter (Prop. XIV. Sch.) ; hence every segment of a sphere, &c. 
 
 ;. Cor, If either of the bases is nothing, the segment in ques- 
 
 % tion becomes a spherical segment with a single base ; hence 
 
 jl' any spherical segment, with a single base, is equivalent to half 
 
 § Vie cylinder having the same base and the same altitude, plus the 
 
 '■k sphere of which this altitude is the diameter.. 
 
 General Scholium. 
 
 Let R be the radius of a cylinder's base, H its altitude : the 
 I .solidity of the cylinder will be ttR^ x H, or ttR^H. - 
 ^ Let R be the radius of a cone's base, H its altitude: the 
 solidity of the cone will be nWx ^H, or i^iR^H. 
 
 Let A and B be the radii of the bases of a truncated cone, 
 
 a* 
 
186 GEOMETRY. 
 
 H its altitude : the solidity of the truncated cone will be iTr.H. 
 (A^+BHAB). 
 
 Let R be the radius of a sphere ; its solidity will be "flifR^. 
 
 Let R be the radius of a spherical sector, H the altitude of 
 the zone, which forms its base : the solidity of the sector will 
 be f ^R2H. 
 
 Let P and Q be the two bases of a spherical segnient, H its 
 
 altitude : the solidity of the segment will be -_I_z.H+|7r.H^. 
 
 If the spherical segment has but one base, the other being 
 nothing, its solidity will be ^PH + ^tiH^. 
 
 A 
 
 BOOK IX. 
 
 OF SPHERICAL TRIANGLES AND SPHERICAL POLYGONS. 
 
 Definitions. 
 
 1. A spherical triangle is a portion of the surface of a sphere, 
 bounded by three arcs of great circles. 
 
 These arcs are named the sides of the triangle, and are 
 always supposed to be each less than a semi-circumference. 
 The angles, which their planes form with each other, are the 
 angles of the triangle. 
 
 2. A spherical triangle takes the name of right-angled, 
 isosceles, equilateral, in the same cases as a rectilineal triangle.^ 
 
 3. A spherical polygon is a portion of the surface of a sphere % 
 terminfited by several arcs of great circles. " 
 
 4. A lune is that portion of the surface of a sphere, which is 
 included between two great sehii-circles meeting in a common 
 diameter. 
 
 5. A spherical wedge or ungula is that portion of the solid 
 sphere, which is included between the same great semi-circles, 
 and has the lune for its base. 
 
 6. A spherical pyramid is a portion of the solid sphere, in- 
 cluded between the planes of a solid angle whose vertex is 
 the centre. The base of the pyramid is the spherical polygon 
 intercepted by the same planes. 
 
 7. The fole of a circle of a sphere is a point in the surface 
 equally distant from all the points in the circumference of this 
 circle. It will be shown (Prop. V.) that every circle, great or 
 small, has always two poles. 
 
BOOK IX. 187 
 
 PROPOSITION I. THEOREM. 
 In every spherical triangle, any side is less than the sttM of the 
 
 other two. 
 
 Let O be the centre of the sphere, and 
 ACB the triangle ; draw the rad i i O A, OB, 
 OC. Imagine the planes AOB, AOC, 
 COB, to be drawn ; these planes will form 
 a solid angle at the centre O ; and the an- 
 gles AOB, AOC, COB, will be measured 
 by AB, AC, BC, the sides of the spherical 
 triangle. But each of the three plane an- 
 gles forming a solid angle is less than the 
 sum of the other two (Book VI. Prop. 
 XIX.) ; hence any side of the triangle 
 ABC is less than the sum of the other two. 
 
 PROPOSITION II. THEOREM. 
 
 The shortest path from one point to another, on the surface of a 
 sphere, is the arc of the great circle which joins the two given 
 points. 
 
 Let ANB be the arc of a great circle 
 which joins the points A and B ; then will it 
 be the shortest path between them. 
 
 1st. If two points N and B, be taken on 
 the arc of a great circle, at unequal distan- 
 ces from the point A, the shortest distance 
 from B to A will be greater than the short- 
 est distance from N to A. ''b 
 
 For, about A as a pole describe a circumference CNP. Now, 
 the line of shortest distance from B to A must cross this circum- 
 ference at some point as P. But the shortest distance from P to 
 A whether it be the arc of a great circle or any other line, is 
 equal to the shortest distance from N to A; for, by passing the 
 arc of a great circle through P and A, and revolving it about the 
 diameter passing through A, the point P maybe made to coincide 
 with N, when the shortest distance from P to A will coincide 
 with the shortest distance from N to A : hence, the shortest dis- 
 tance from B to A, will be greater than the shortest distance 
 from N to A, by the shortest distance from B to P. 
 
 If the point B be taken without the arc AN, still making AB 
 greater than AN, it may be proved in a mannerentirely similar 
 to the above, that the shortest distance from B to A will be great- 
 er than the shortest distance from N to A. 
 
 If now, there be a shorter path between the points B and A, 
 than the arc BDA of a great circle, let M be a point of the short- 
 
88 GEOMETRY. 
 
 est distance possible; then through M draw MA. MB. arcs ot 
 great circles, and take BD equal to BM. By the last theorem, 
 BDA< BM + MA; take BD = BM from each, and there will re- 
 main AD< AM. Now, since BM=:BD, the shortest path from B 
 to M is equal to the shortest path from B to D: hence if we sup- 
 pose two paths from B to A, one passing through M and the other 
 through D, they will have an equal part in each ; viz. the part 
 from B to M equal to the part from B to D. 
 . But by hypothesis, the path through M is the shortest path from 
 jB to A : hence the shortest path from M to A must be less than 
 'ftre shortest path from D to A, whereas it is greater since the 
 arc MA is greater than DA : hence, no point of the shortest 
 distance between B and A can lie out of the arc of the great 
 circle BDA. 
 
 I *v- 
 
 PROPOSITION Illv THEOREM. 
 
 ^The sum of the three sides of a spherical triangle is less than the 
 circumference of a great circle. 
 
 Let ABC be any spherical trian- 
 gle ; produce the sides AB, AC, till 
 they meet again in D. The arcs ABD, 
 ACD, will be semicircumferences, 
 since two great circles always bisect 
 each other (Book VIII. Prop. VII. 
 Cor. 2.). But in the triangle BCD, we 
 have the side BC<BD + CD (Prop 
 I.); add AB+AC to both; we shall 
 have AB + AC + BC<ABD + ACD, 
 thatistosay,lessthanacircumference. 
 
 PROPOSITION IV. THEOREM 
 
 The sum of all the sides of any spherical polygon is less than the 
 circumference of a great circle. 
 
 Take the pentagon ABCDE, for 
 example. Produce the sides AB, DC, 
 till they meet in F; then since BC is 
 less than BF + CF, the perimeter of 
 the pentagon ABCDE will be less 
 than that of the quadrilateral AEDF. 
 
 Again, produce the sides AE, FD. till ^ A 
 
 they meet in G; we shall have ED<EG + DG; hence the pe- 
 rimeter of the quadrilateral AEDF is less than that of the tri- 
 angle AFG ; which last is itself less than the circumference of 
 a great circle ; hence, for a still stronger reason, the perimeter 
 of the polygon ABCDE is less than this same circumference. 
 

 L C Dt 
 
 /^ 
 
 BOOK IX. 
 
 189 
 
 Scholium. This proposition is fun- 
 damentally the same as (Book VI. 
 Prop. XX.) ; for, O being the centre 
 of the sphere, a sohd angle may be 
 conceived as formed at O by the plane 
 angles AOB, BOC, COD,&c., and the 
 sum of these angles must be less than 
 four right angles ; which is exactly 
 the proposition here proved. The A 
 
 demonstration here given is different from that of Book VI. 
 Prop. XX. ; both, however, suppose that the polygon ABCDE 
 is convex, or that no side produced will cut the figure. 
 
 PROPOSITION V. THEOREM. 
 
 The poles of a great circle of a sphere, are the extremities of that 
 diameter of the sphere which is perpendicular to the circle ; 
 and these extremities are also the poles of all small circles 
 "parallel to it. 
 
 Let ED be perpendic- 
 ular to the great circle 
 AMB ; then will E and 
 D be its poles ; as also 
 the poles of the parallel 
 small circles HPI,FNG. 
 
 For, DC being per- 
 pendicular to the plane 
 AMB, is perpendicular 
 to all the straight lines 
 CA, CM, CB,&c. drawn 
 through its foot in this 
 plane ; hence all the arcs 
 DA, DM, DB, &c. are 
 quarters of the circumfe- 
 rence. So likewise are 
 all the arcs EA, EM, EB, &c. ; hence the points D and E are 
 each equally distant from all the points of the circumference 
 AMB ; hence, they are the poles of that circumference (Def. 7.). 
 
 Again, the radius DC, perpendicular to the plane AMB, is 
 perpendicular to its parallel FNG ; hence, \\ passes through O 
 the centre of the circle FNG (Book VIII. Prop. VII. Cor. 4.) ; 
 hence, if the oblique lines DF, DN, DG, be drawn, these ob- 
 lique lines will diverge equally from the perpendicular DO, 
 and will themselves be equal. But, the chords being equal, 
 
190 
 
 GEOMETRY. 
 
 ihe arcs are equal ; hence the point D is the pole of the small 
 circle FNG ; and for like reasons, the point E is tlie other pole. 
 
 Cor. 1. Every arc DM, 
 drawn from a point in 
 the arc of a great circle 
 AMBto its pole, is a quar- 
 ter of the circumference, 
 which for the sake of 
 brevity, is usually named 
 a quadrant : and this 
 quadrant at the same 
 time makes a right angle 
 with the arc AM. For, 
 the line DC being per- 
 pendicular to the plane 
 AMC, every plane DME, 
 passing through the line 
 DC is perpendicular to 
 the plane AMC (Book VI. Prop. XVI.); hence, the angle of 
 these planes, or the angle AMD, is a right angle. 
 
 Cor. 2. To find the pole of a given arc AM, draw the indefi- 
 nite arc MD perpendicular to AM ; take MD equal to a quad- 
 rant ; the point D will be one of the poles of the arc AM : or 
 thus, at the two points A and M, draw the arcs AD and MD 
 perpendicular to AM ; their point of intersection D will be the 
 pole required. 
 
 Cor. 3. Conversely, if the distance of the point D from each 
 of the points A and M is equal to a quadrant, the point D will 
 be the pole of the arc AM, and also the angles DAM, AMD, 
 will be right angles. 
 
 For, let C be the centre of the sphere ; and draw the radii 
 CA, CD, CM. Since the angles ACD, MCD, are right angles, 
 the line CD is perpendicular to the two straight lines CA, CM ; 
 hence it is perperpendicular to their plane (Book VI. Prop. 
 IV,) ; hence the point D is the pole of the arc AM ; and conse- 
 quently the angles DAM, AMD, are right angles. 
 
 Scholium. The properties of these poles enable us to describe 
 arcs ^of a circle on the surface of a sphere, with the same 
 facility as on a plane surface. It is evident, for instance, that 
 by turning the arc DF, or any other line extending to the same 
 distance, round the point D, the extremity F will describe the 
 small circle FNG ; and by turning the quadrant DFA round 
 
BOOK IX. 
 
 191 
 
 the point D, its extremity A will describe the arc of the great 
 circle AMB. 
 
 If the arc AM were required to be produced, and nothing 
 were given but the points A and M through which it was to 
 pass, we should first have to determine the pole D, by the 
 intersection of two arcs described from the points A and M as 
 centres, with a distance equal to a quadrant ; the pole D being 
 found, we might describe the arc AM and its prolongation, 
 from D as a centre, and with the same distance as before. 
 
 In fine, if it be required from a given point P, to let fall a 
 perpendicular on the given arc AM ; find, a point on the arc 
 AM at a quadrant's distance from the point P, which ig'done by 
 describing an arc with the point P as a pole, intersecting AM in S : 
 S will be the point required, and is the pole with which a per- 
 pendicular to AM may be described passing through the point P. 
 
 PROPOSITION VI. THEOREM. 
 
 The angle formed hy two arcs of great circles^ is equal to the an- 
 gle formed by the tangents of these arcs at their point of inter- 
 section, and is measured by the arc described from this point 
 of intersection, as a pole, and limited by the sides, produced if 
 necessary. 
 
 O 
 
 Let the angle BAG be formed by the two A. 
 arcs AB, AC ; then will it be equal to the 
 angle FAG formed by the tangents AF, AG, 
 and be measured by the arc DE, described 
 about A as a pole. 
 
 For the tangent AF, drawn in the plane 
 of the arc AB, is perpendicular to the radius 
 AO ; and the tangent AG, drawn in the plane 
 of the arc AC, is perpendicular to the same 
 radius AO. Hence the angle FAG is equal 
 to the angle contained by the planes ABO, 
 OAC (Book VI. Def 4.) ; which is that of Hi 
 the arcs AB, AC, and is called the angle BAG. 
 
 In like manner, if the arcs AD and AE are both quadrants, 
 the lines OD, OE, will be perpendicular to OA, and the angle 
 DOE will still be equal to the angle of the planes AOD, AOE : 
 hence the arc DE is the measure of the angle contained by 
 these planes, or of the angle CAB. 
 
 Cor. The angles of spherical triangles may be compared 
 together, by means of the arcs of great circles described from 
 their vertices as poles and included between their sides : hence 
 it is easy to make an angle of this kind equal to a given angle* 
 
192 
 
 GEOMETRY. 
 
 'Wr^' 
 
 Scholium. Vertical angles, such 
 as ACO and BCN are equal ; for 
 either of them is still the angle 
 formed by the two planes ACB, 
 OCN. 
 
 It is farther evident, that, in the 
 intersection of two arcs ACB, OCN, 
 the two adjacent angles ACO, OCB, 
 taken together, are equal to two 
 right angles. 
 
 PROPOSITION VII. THEOREM. 
 
 If from the vertices of the three angles of a spherical triangle, as 
 poles, three arcs he described forming a second triangle, the 
 vertices of the angles of this second triangle, will he respectively 
 poles of thei sides' of the first. 
 
 From the vertices A, B, C, 
 as poles, let the arcs EF, FD, 
 ED, be described, forming on 
 the surface of the sphere, the 
 triangle DFE ; then will the 
 points D, E, and F, be respec- 
 tively poles of the sides BC, 
 AC,AB. 
 
 For, the point A being the 
 pole of the arc EF, the dis- 
 tance AE is a quadrant ; the 
 point C being the pole of the arc DE, the distance CE is like- 
 wise a. quadrant : hence the point E is removed the length of a 
 quadrant from each of the points A and C ; hence, it is the 
 pole of the arc AC (Prop. V. Cor. 3.). It might be shown, by 
 the same method, that D is the pole of the arc BC, and F that 
 of the arc AB. 
 
 Cor, Hence the triangle ABC may be descril)ed by means 
 of DEF, as DEF is described by means of ABC. Triangles 
 so described are called polar triangles, or supplemental tri- 
 angles 
 
BOOK IX. 193 
 
 PROPOSITION VIII. THEOREM. ^ 
 
 The same supposition continuing as in the last Proposition^ each 
 angle in one of the triangles, will be measured by a semicir- 
 cumference, minus the side lying opposite to it in the otiier 
 triangle. 
 
 For, produce the sides AB, 
 AC, if necessary, till they meet 
 EF, in G and H. The point A 
 being the pole of the arc GH, 
 the angle A will be measured 
 by that arc (Prop. VI.). But 
 the arc EH is a quadrant, and 
 likewise GF, E being the pole 
 of AH, and F of AG ; hence 
 EH + GF is equal to a semi- 
 circumference. Now, EH+ H 
 GF is the same as EF+GH ; hence the arc GH, which mea- 
 sures the angle A, is equal to a semicircumference minus the 
 side EF. In like manner, the angle B will be measured by 
 ^^circ. — DF : the angle C, by | circ. — DE. 
 
 And this property must be reciprocal in the two triangles, 
 since each of them is described in a similar manner by means 
 of the other. Thus we shall find the angles D, E, F, of the triangle 
 DEFtobe measured respectivelyby^ arc. — BC, ^ circ. — AC, 
 ^ circ. — AB. Thus the angle D, for example, is measured by 
 the arc MI; but MI + BC=MC + BI=a circ; hence the are 
 MI, the measure of D, is equal to ^ circ. — BC ; and so of all 
 the rest. 
 
 Scholium. It must further be observed, 
 that besides the triangle DEF, three others 
 might be formed by the intersection of 
 the three arcs DE, EF, DF. But the 
 proposition immediately before us is ap- 
 plicabJe only to the central triangle, 
 which is distinguished from the other 
 three by the circumstance (see the last 
 figure) that the two angles A and D lie 
 on the same side of BC, the two B and E on the same side of 
 AC, and the two C and F on the same side of AB. 
 
 R 
 
104 GEOMETRY. 
 
 y PROPOSITION IX. THEOREM. 
 
 £f around the vertices of the two angles of a given spherical tri- 
 angle, as poles, the circumferences of two circles be described 
 ivhich shall pass through the third angle of the triangle; if then, 
 through the other point in which these circumferences intersect 
 and the two first angles of the triangle, the arcs of great cir- 
 cles be drawn, the triangle thus formed will have all its parts 
 equal to those of the given triangle. 
 
 Let ABC be the given triangle, CED, 
 DFC, the arcs described about A and B 
 as poles ; then will the triangle ADB have 
 all its parts equal to those of ABC. 
 
 For, by construction, the side AD=r 
 AC, DB=BC, and AB is common ; hence 
 these two triangles have their sides equal, 
 each to each. We are now to show, that 
 the angles opposite these equal sides are 
 also equal. 
 
 If the centre of the sphere is supposed to be at O, a solid 
 angle may be conceived as formed at O by the three plane 
 angles AOB, AOC, BOC ; likewise another solid angle may be 
 conceived as formed by the three plane angles AOB, AOl), 
 BOD. And because the sides of the triangle ABC are equal 
 to those of the triangle ADB, the plane angles forming the one 
 of these solid angles, must be equal to the plane angles forming 
 the other, each to each. But in that case we have shown that 
 the planes, in which the equal angles lie, are equally inclined 
 to each other (Book VI. Prop. XXI.) ; hence all the angles of 
 the spherical triangle DAB are respectively equal to those ot 
 the triangle CAB, namely, DAB--BAC, DBA=ABC, and 
 ADB = ACB; hence the sides and the angles of the triangle 
 ADB are equal to the sides and the angles of the triangle AC3. 
 
 Scholium. The equality of these triangles is not, however, 
 an absolute equality, or one of superposition ; for it would be; 
 impossible to apply them to each other exactly, unless theyj 
 were isosceles. The equality meant here is what we have! 
 already named an equality by symmetry ; therefore w'e shalJ 
 call the triangles ACB, ADB, symmetrical tnangles. 
 
^» BOOK IX. 196 
 
 PROPOSITION X. THEOREM. 
 
 T\uo triangles on the same sphere, or on equal spheres, are equal 
 in all their parts, when two sides and the included angle of the 
 one are equal to two sides and the included angle of the other^ 
 each to each. 
 
 Suppose the side AB=EF, the side 
 AC =EG, and the angle BACmFEG ; 
 then will the two triangles be equal 
 in all their parts. 
 
 For, the triangle EFG may be 
 placed on the triangle ABC, or on 
 ABD symmetrical v/ith ABC, just as 
 two rectilineal triangles are placed 
 upon each other, when they have an 
 equal angle included between equal sides. Hence all the parts 
 of the triangle EFG will be equal to all the parts of the trian- 
 gle ABC ; that is, besides the three parts equal by hypothesis, 
 we shall have the side BC=FG, the angle ABC = EFG, and 
 the angle ACB^EGF. 
 
 PROPOSITION XI. THEOREM. 
 
 Two triangles on the same sphere, or on equal spheres, are equal 
 in all their parts, when two angles and the included side of the 
 one are equal to two angles and the included side of the other, 
 each to each. 
 
 For, one of these triangles, or the triangle symmetrical with 
 it, may be placed on the other, as is done in the corres- 
 ponding case of rectilineal triangles (Book I. Prop. VT.). 
 
 PROPOSITION XII. THEOREM. 
 
 If two triangles on the same sphere, or on equal spheres, have all 
 their sides equal, each to each, their angles will likewise he 
 equal, each to each, the equal angles lying opposite the equal 
 sides. 
 
lOG 
 
 GEOMETRY. 
 
 This truth is evident from Prop. IX, 
 where it was shown, that with three given 
 sides AB, AC, BC, there can only be two 
 triangles ACB, ABD, differing as to the 
 position of their parts, and equal as to the 
 magnitude of those parts. Hence those 
 two triangles, having all their sides re- 
 spectively equal in both, must either be 
 absolutely equal, or at least symmetrically 
 so ; in either of which cases, their corres- 
 ponding angles must be equal, and lie opposite to equal sides. 
 
 PROPOSITION XIII. THEOREM. 
 
 In every isosceles spherical triangle^ the angles opposite the equal 
 sides are equal ; and conversely, if two angles of a spherical 
 triangle are equal, the triangle is isosceles. 
 
 First. Suppose the side AB = AC; we shall 
 have the angle C=B. For, if the arc AD be 
 drawn from the vertex A to the middle point 
 D of the base, the two triangles ABD, ACD, 
 will have all the sides of the one respectively 
 equal to the corresponding sides of the other, 
 namely, AD common, BD=DC, and AB=: 
 AC : hence by the last Proposition, their an- 
 gles will be equal ; therefore, B = C. 
 
 Secondly. Suppose the angle B = C ; we shall have the side 
 AC=AB. For, if not, let AB be the greater of the two ; take 
 BO=:AC, and draw OC. The two sides BO, BC, are equal to 
 the two AC, BC ; the angle OBC, contained by the first two 
 is equal to ACB contained by the second tv^^o. Hence the 
 two triangles BOC, ACB, have all their other parts equal 
 (Prop. X.) ; hence the angle OCB— ABC : but by hypothesis, 
 the angle ABC=rACB ; hence we have OCB=ACB, which is 
 absurd ; hence it is absurd to suppose AB different from AC ; 
 hence the sides AB, AC, opposite to the equal angles B and C, 
 are equal. 
 
 Scholium. The same demonstration proves the angle BAD=^ 
 DAC, and the angle BDA=ADC. Hence the two last are 
 right angles ; hence the arc drawn from the vertex of an isosceles 
 spherical triangle to the middle of the base, is at right angles to 
 that base, and bisects the vertical angle. 
 
BOOK IX. 107 
 
 rROlt)SITION XIV. THEOREM. 
 
 In any spherical triangle, the greater side is opposite the greater 
 angle ; and conversely, the greater angle is opposite the greater 
 side. 
 
 Let the angle A be greater 
 than the angle B, then will BC 
 be greater than AC ; and con- 
 versely, if BC is greater than 
 AC, then will the angle A be 
 greater than B. 
 
 First, Suppose the angle A>B ; make the angle BAD=B ; 
 then we shall have AD=DB (Prop. XIII.) : but AD + DC is 
 greater than AC ; hence, putting DB in place of AD, we shall 
 haveDB + DCorBOAC. 
 
 Secondly. If we suppose BC>AC, the angle BAC will be 
 greater than ABC. For, if BAC were equal to ABC, we 
 should have BC=AC ; if BAC were less than ABC, we should 
 then, as has just been shown, find BC<AC. Both these con- 
 clusions are false : hence the angle BAC is greater than ABC. 
 
 PROPOSITION XV. THEOREM. 
 
 If two triangles on the same sphere, or on equal spheres, are 
 mutually equiangular, they will also he mutually equilateral. 
 
 Let A and B be the two given triangles ; P and Q their polar 
 triangles. Since the angles are equal in the triangles A and 
 B, the sides will be equal in. their polar triangles P and Q 
 (Prop. VIII.) : but since the triangles P and Q are nnutually 
 evuilateral, they must also be mutually equiangular (Prop. 
 XII.) ; and lastly, the angles being equal in the triangles P 
 and Q, it follows that the sides are equal in their polar trian- 
 gles A and B. Hence the mutually equiangular triangles A 
 and B are at the same time mutually equilateral. 
 
 Scholium. This proposition is not applicable to rectilineal 
 triangles ; in which equality among the angles indicates only 
 proportionality among the sides. Nor is it difficult to account 
 for the difference observable, in this respect, between spherical 
 and rectilineal triangles. In the Proposition now before us, 
 
 R* 
 
J 98 GEOMETRY. 
 
 as well as in the preceding ones, which treat of the comparison 
 of triangles, it is expressly required that ihe arcs be traced on 
 the same sphere, or on equal spheres. Now similar arcs are 
 to each other as their radii ; hence, on equal spheres, two tri- 
 angles cannot be similar without being equal. Therefore it is 
 not strange that equality among the angles should produce 
 equality among the sides. 
 
 The case would be different, if the triangles were drawn 
 upon unequal spheres ; there, the angles being equal, the trian- 
 gles would be similar, and the homologous sides would be to 
 each other as the radii of their spheres. 
 
 PROPOSITION XVI. THEOREM. 
 
 The sum of all the angles in any spherical triangle is less than 
 six right angles, and greater than two. 
 
 For, in the first place, every angle of a spherical triangle is 
 less than two right angles : hence the sum of all the three is 
 less than six right angles. 
 
 Secondly, the measure of each angle of a spherical triangle 
 is equal to the semicircumference minus the corresponding side 
 of the polar triangle (Prop. VIII.) ; hence the sum of all the three, 
 is measured by the three semicircumferences 7ninusi\\e. sum of all 
 the sides of the polar triangle. Now this latter sum is less than a 
 circumference (Prop. III.) ; therefore, taking it away from three" 
 semicircumferences, the remainder will be greater than one 
 semicircumference, which is the measure of two right angles ; 
 hence, in the second place, the sum of all the angles of a sphe- 
 rical triangle is greater than two right angles. 
 
 Cor. 1. The sum of all the angles of a spherical triangle is 
 not constant, like that of all the angles of a rectilineal triangle ; 
 it varies between two right angles and six, without ever arriving 
 at either of these limits. Two given angles therefore do not 
 serve to determine the third. 
 
 Cor. 2. A spherical triangle may have two, or even three of 
 its angles right angles ; also two, or even threes of its angles 
 obtuse. i^ 
 
BOOK IX. 199 
 
 Cor. 3. If the triangle ABC is hi-rectangular, 
 in ether words, has two right angles B and C, 
 the vertex A will be the pole of the base BC ; 
 and the sides AB, AC, will be quadrants 
 (Prop. V. Cor. 3.). 
 
 If the angle A is also a right angle, the tri- ^ 
 angle ABC will be iri-rectangular ; its angles ^ 
 will all be right angles, and its sides quadrants. Two of the 
 tri-rectangular triangles make half a hemisphere, four make a 
 hemisphere, and the tri-rectangular triangle is obviously con- 
 tained eight times in the surface of a sphere. 
 
 Scholium. In all the preceding 
 observations, we have supposed, in 
 conformity with (Def. 1.) that sphe- 
 rical triangles have always each of 
 their sides less than a semicircum- 
 ference ; from which it follows that 
 any one of their angles is always 
 less than two right angles. For, if 
 the side AB is less than a semicir- 
 cumference, and AC is so likewise, 
 both those arcs will require to be E 
 
 produced, before they can meet in D. Now the two angles 
 ABC, CBD, taken together, are equal to two right angles ; 
 hence the angle ABC itself, is less than two right angles. 
 
 We may observe, however, that some spherical triangles do 
 exist, in which certain of the sides are greater than a semicir- 
 cumference, and certain of the angles greater than two right 
 angles. Thus, if the side AC is produced so as to form a whole 
 circumference ACE, the part which remains, after subtracting 
 the triangle ABC from the hemisphere, is a new triangle also 
 designated by ABC, and having AB, BC, AEDC for its sides. 
 Here, it is plain, the side AEDC is greater than the semicir- 
 cumferencc AED ; and at the same time, the angle B opposite 
 to it exceeds two right angles, by the quantity CBD. 
 
 The trianjrles whose sides and angles are so large, have been 
 excluded by the Definition ; but the only reason was, that the 
 solution of them, or the determmation of their parts, is always 
 reducible to the solution of such triangles as are comprehended 
 by the Definition. Indeed, it is evident enough, that if the sides 
 and angles of the triangle ABC are known, it will be easy to 
 discover the angles and sides of the triangle which bears the 
 same name, and is the difference between a hemisphere and the 
 former triangle. 
 
 I 
 
200 GEOMETRY. 
 
 PROPOSITION XVII. THEOREM. 
 
 'llie surface of a lune is to the surface of the sphere^ as the angle 
 of this lune, is to four right angles, or as the arc which mea- 
 sures that angle, is to the circumference. 
 
 Let AMBN be a lune ; then will its 
 surface be to the surface of the sphere 
 as the angle NCM to four right angles, 
 or as the arc NM to the circumference 
 of a great circle. 
 
 Suppose, in the first place, the arc 
 MN to be to the circumference MNPQ 
 as some one rational number is to ano- 
 ther, as 5 to 48, for example. The cir- 
 cumference MNPQ being divided into 
 48 equal parts, MN will contain 5 of them ; and if the pole A 
 were joined with the several points of division, by as many- 
 quadrants, we should in the hemisphere AMNPQ have 48 tri- 
 angles, all equal, because all their parts are equal. Hence the 
 whole sphere must contain 96 of those partial triangles, the lune 
 AMBNA will contain 10 of them ; hence the lune is to the 
 sphere as 10 is to 96, or as 5 to 48, in other words, as the arc 
 MN is to the circumference. 
 
 If the arc MN is not commensurable with the circumference, 
 we may still show, by a mode of reasoning frequently exem- 
 plified already, that in that case also, the lune is to the sphere 
 as MN is to the circumference. 
 
 Cor, 1. Two lunes are to each other as their respective 
 angles. 
 
 Cor. 2. It was shown above, that the whole surface of the 
 sphere is equal to eight tri-rectangular triangles (Prop. XVI. 
 Cor. 3.) ; hence, if the area of one such triangle is represented 
 by T, the surface of the whole sphere will be expressed by 8T. 
 This granted, if the right angle be assumed equal to l,the sur- 
 face of the lune whose angle is A, will be expressed by 2AxT: 
 for, 
 
 4: A: : 8T : 2AxT 
 in which expression, A represents such a part of unity, as the 
 angle of the lune is of one right angle. 
 
 Scholium. The spherical ungula, bounded by the planes 
 AMB, ANB, IS to the whole solid sphere, as the angle A is to 
 
BOOK IX. 201 
 
 four right angles. For, the lunes being equal, the spherical 
 ungulas will also be equal ; hence two spherical ungulas are to 
 each other, as the angles formed by the planes which bound 
 them. 
 
 PROPOSITION XVIII. THEOREM. 
 Two symmetrical spherical triangles are equivalent. 
 
 Let ABC, DEF, be two symmetri- 
 cal triangles, that is to say, two tri- 
 angles having their sides AB=DE, 
 AC=DF, CB=EF, and yet incapa- 
 ble of coinciding with each other : / I \ q p / 
 we are to show that the surface ABC 
 is equal to the surface DEF. 
 
 Let P be the pole of the small 
 circle passing through the three points 
 A, B, C ;* from this point draw the 
 equal arcs PA, PB, PC (Prop. V.) ; at the point F, make the 
 angle DFQzrACP, the arc FQ=CP ; and draw DQ, EQ. 
 
 The sides DF, FQ, are equal to the sides AC, CP ; the an- 
 gle DFQ=ACP : hence the two triangles DFQ, ACP are equal 
 in all their parts (Prop. X.) ; hence the side DQ=AP, and the 
 angle DQF=APC. 
 
 In the proposed triangles DFE, ABC, the angles DFE, ACB, 
 opposite to the equal sides DE, AB, being equal (Prop. XII.). 
 if the angles DFQ? ACP, which are equal by construction, be 
 taken ^way from them, there will remain the angle QFE, equal 
 to PCB. Also the sides QF, FE, are equal to the sides PC, 
 CB ; hence the two triangles FQE, CPB, are equal in all their 
 parts ; hence the side QE^PB, and the angle FQE = CPB. 
 
 Now, the triangles DFQ, ACP, which have their sides re- 
 spectively equal, are at the same time isosceles, and capable of 
 coinciding, when applied to each other; for having placed AC 
 on its equal DF, the equal sides will fall on each other, and 
 thus the two triangles will exactly coincide : hence they are 
 equal ; and the surface DQF— APC. For a like reason, the 
 surface FQE=CPB, and the surface DQE=APB ; hence we 
 
 » The circle which passes through the three points A, B, C, or which cir- 
 cumscribes the triangle ABC, can only be a small circle of the sphere ; for if 
 it were a great circle, the three sides AB, BC, AC, would lie in one plane, and 
 the triangle ABC would be reduced to one of its sides. 
 
202 
 
 GEOMETRY. 
 
 have DQF+FQE— DQE=APC + CPB— APB, or DFE=: 
 
 ABC ; hence the two symmetrical triangles ABC, DEF are 
 equal in surface. 
 
 Scholium, The poles P and Q 
 might lie within triangles ABC, 
 DEF: in which case it would be 
 requisite to add the three triangles 
 
 :)0 P.^ 
 
 DQF, FQE, DQE, together, m or- 
 der to make up the triangle DEF ; 
 and in like manner, to ?dd the three 
 triangles APC, CPB, APB, together, 
 in order to make up the triangle 
 ABC : in all other respects, the de- 
 monstration and the result would still be the same. 
 
 PROPOSITION XIX. THEOREM. 
 
 If the circumferences of two great circles intersect each other on 
 the surface of a hemisphere, the sum of the opposite triangle^y 
 thus fo7^med, is equivalent to the surface of a lune whose angle 
 is equal to the angle formed hy the circles. 
 
 Let the circumferences AOB, COD, 
 intersect on the hemisphere OACBD ; 
 then will the opposite triangles AOC, 
 BOD, be equal to the lune whose an- 
 gle is BOD. 
 
 For, producing the arcs OB, OD, on 
 the other hemisphere, till they meet in 
 N, the arc OBN will be a semi-circum- 
 ference, and AOB one also ; and taking 
 OB from each, we shall have BN= AO. 
 
 For a like reason, we have DN=CO, and BD=AC. He-nce, 
 the two triangles AOC, BDN, have their three sides respect- 
 ively equal ; they are therefore symmetrical ; hence they are 
 equal in surface (Prop. XVIII.) : but the sum of the triangles 
 BDN, BOD, is equivalent to the lune OBNDO, 'whose angle is 
 BOD: hence, AOC + BOD is equivalent to the lune whose 
 angle is BOD. 
 
 Scholium. It is likewise evident that the two spherical pyra- 
 mids, which have the triangles AOC, BOD, for bases, are toge- 
 ther equivalent to the spherical ungula whose angle is BOD. 
 
BOOK IX. 203 
 
 PROPOSITION XX. THEOREM. 
 
 The surface of a spherical triangle is measured by the excess of 
 the sum of its three angles above two right angles, multiplied 
 by the tri-rectangular triangle. 
 
 Let ABC be the proposed triangle : pro- 
 duce its sides till they meet the great circle 
 DEFG drawn at pleasure without the trian- 
 gle. By the last Theorem, the two triangles 
 ADE, AGH, are together equivalent to the 
 lune whose angle is A, and which is mea- 
 sured by 2A.T (Prop. XVII. Cor. 2.). 
 Hence we have ADE + AGH=2A.T ; and 
 for a like reason, BGF+BID = 2B.T, and 
 CIH + CFE=2C.T But the sum of these 
 six triangles exceeds the hemisphere by twice the triangle 
 ABC, and the hemisphere is represented by 4T ; therefore, 
 twice the triangle ABC is equal to 2A.T + 2B.T + 2C.T— 4 T; 
 and consequently, once ABC = (A + B-j-C — 2)T; hence every 
 spherical triangle is measured by the sum of all its angles minus 
 two right angles, multiplied by the tri-rectangular triangle. 
 
 Coj\ 1. However many right angles there may be in the sum of 
 the three angles minus two right angles,just so many tri-rectan- 
 gular triangles, or eighths of the sphere, will the proposed trian- 
 gle contain. If the angles, for example, are each equal to f of 
 a right angle, the three angles will amount to 4 right angles, and 
 the sum of the angles minus two right angles will be represented 
 by 4 — 2 or 2; therefore the surface of the triangle will be equal 
 to two tri-rectangular triangles, or to the fourth part of the 
 whole surface of the sphere. 
 
 Scholium, While the spherical triangle ABC is compared 
 with the tri-rectangular triangle, the spherical pyramid, which 
 has ABC for its base, is compared with the tri-rectangular py- 
 ramid, and a similar proportion is found to subsist between 
 them. The solid angle at the vertex of the pyramid, is in like 
 manner compared with the solid angle at the vertex of the tri- 
 rectangular pyramid. These comparisons are founded on the 
 coincidence of the corresponding parts. If the bases of tho 
 
JiOl GEOMETRY. 
 
 pyramids coincide, the pyramids themselves will evidently co- 
 incide, and likewise the solid angles at their vertices. From 
 tliis, some consequences are deduced. 
 
 First. Two triangular spherical pyramids are to each other 
 as their bases : and since a polygonal pyramid may always be 
 divided into a certain number of triangular ones, it follows that 
 any two spherical pyramids are to each other, as the polygons 
 which form their bases. 
 
 Second. The solid angles at the vertices of these pyramids, are 
 also as their bases ; hence, for comparing any two solid angles, 
 we have merely to place their vertices at the centres of two 
 equal spheres, and the solid angles will be to each other as the 
 spherical polygons intercepted between their planes or faces. 
 
 The^ vertical angle of the tri-rectangular pyramid is formed 
 by three planes at right angles to each other : this angle, which 
 may be called a right solid aiigle, will serve as a very natural 
 unit of measure for all other solid angles. If, for example, the 
 the area of the triangle is f of the tri-rectangular triangle, 
 then the corresponding solid angle will also be f of the 
 right solid an^le. 
 
 PROPOSITION XXI. THEOREM 
 
 The surface of a spherical polygon is measured by the sum of all 
 its angles,m\n\is two right angles multiplied by the number of 
 sides in the polygon less two, into the tri-rectangular triangle. 
 
 From one of the vertices A, let diago- 
 nals AC, AD be drawn to all the other ver- 
 tices ; the polygon ABCDE will be di- 
 vided into as many triangles minus two as 
 it has, sides. But the surface of each tri- 
 angle is measured by the sum of all its an- 
 gles minus two right angles, into the tri- 
 rectangular triangle ; and the sum of the angles in all the tri- 
 angles is evidently the same as that of all the angles of the 
 polygon ; hence, the surface of the polygon is equal to the sum 
 of all its angles, diminished by twice as many pght angles as 
 it has sides less two, into the tri-rectangular triangle. 
 
 Scholium. Let s be the sum of all the angles in a spherical 
 polygon, n the number of its sides, and T the tri-rectangular tri- 
 angle ; the right angle being taken for unity, the surface of the 
 polygon will be measured by 
 
 (s-^2 (n— 2,)) T, or (s— 2 w^4) T 
 
APPENDIX, 
 
 THE REGULAR POLYEDRONS. 
 
 A regular polyedron is one whose faces are all equal regular 
 polygons, and whose solid angles are all equal to each other. 
 There are five such polyedrons. 
 
 First. If the faces are equilateral triangles, polyedrons may 
 be formed of them, having solid angles contained by three of 
 those triangles, by four, or by five : hence arise three regular 
 bodies, the tetraedron, the octaedron, the icosaedron. No other 
 can be formed with equilateral triangles ; for six angles of such 
 a triangle are equal to four right angles, and cannot form a 
 solid angle (Book VI. Prop. XX.). 
 
 Secondly. If the faces are squares, their angles may be ar- 
 ranged by threes : hence results the hexaedron or cube. Four 
 angles of a square are equal to four right angles, and cannot 
 form a solid angle. 
 
 Thirdly. In fine, if the faces are regular pentagons, their 
 angles likewise may be arranged by threes : the regular dode- 
 caedron will result. 
 
 We can proceed no farther : three angles of a regular hexa- 
 gon are equal to four right angles ; three of a heptagon are 
 greater. 
 
 Hence there can only be five regular polyedrons ; three formed 
 with equilateral triangles, one with squares, and one with pen- 
 tagons. 
 
 Construction of the Tetraedron, 
 
 Let ABC be the equilateral triangle 
 which is to form one face of the tetrae- 
 dron. At the point O, the centre of this 
 triangle, erect OS perpendicular to the 
 plane ABC ; terminate this perpendicular 
 in S, so that AS=AB; draw SB, SC : 
 the pyramid S-ABC will be the tetrae- 
 dron required. 
 
 For, by reason of the equal distances 
 OA, OB, OC, the oblique lines SA, SB, SC, are equally re- 
 
 S 
 
206 
 
 APPENDIX. 
 
 moved from the perpendicular SO, and 
 consequently equal (Book VI. Prop. V.). 
 One of them SA=AB ; hence the four 
 faces of the pyramid S-ABC, are trian- 
 gles, equal to the given triangle ABC. 
 And the solid angles of this pyramid 
 are all equal, because each of them is 
 formed by three equal plane angles: 
 hence this pyramid is a regular tetrae- 
 dron. 
 
 Construction of the Hexaedron. 
 
 Let ABCD be a given square. On the 
 base ABCD, construct a right prism whose 
 altitude AE shall be equal to the side AB. 
 The faces of this prism will evidently be 
 equal squares ; and its solid angles all equal, 
 each being formed with three right angles : ■ 
 hence this prism is a regular hexaedron or 
 cube. 
 
 E 
 
 C\ 
 
 T? 
 
 13 
 
 The following propositions can be easily proved. 
 
 1." Any regular polyedron may be divided into as many 
 regular pyramids as the polyedron has faces ; the common 
 vertex of these pyramids will be the centre of the polyedron ; 
 and at the same time, that of the inscribed and of the circum- 
 scribed sphere. 
 
 2. The solidity of a regular polyedron is equal to its sur- 
 face multiplied by a third part of the radius of the inscribed 
 sphere. 
 
 3. Two regular polyedrons of the same name, are two simi- 
 lar sojids, and their homologous dimensions are proportional ; 
 hence the radii of the inscribed or the circumscribed spheres 
 are to each other as the sides of the polyedrons. 
 
 4. If a regular polyedron is inscribed in a sphere, the planes 
 drawn from the centre, through the different edges, will divide 
 the surface of the sphere into as many spherical polygons, all 
 equal and similar, as the polyedron has faces. 
 
APPLICATION OF ALGEBRA. 
 
 TO THE SOLUTION OF 
 
 GEOMETRICAL PROBLEMS. 
 
 A problem is a question which requires a solution. A geo- 
 metrical problem is one, in which certain parts of a geometri- 
 cal figure are given or known, from which it is required to de- 
 termine certain other parts. 
 
 When it is proposed to solve a geometrical problem by 
 means of Algebra, the given parts are represented by the first 
 letters of the alphabet, and the required parts by the final let- 
 ters, and the relations which subsist between the known and 
 unknown parts furnish the equations of the problem. The solu- 
 tion of these equations, when so formed, gives the solution of 
 the problem. 
 
 No general rule can be given for forming the equations. The 
 equations must be independent of each other, and their number 
 equal to that of the unknown quantities introduced (Alg. 
 Art. 103.). Experience, and a careful examination of all the 
 conditions, whether explicit or implicit (Alg. Art. 94,) will 
 serve as guides in stating the questions ; to which may be 
 added the following particular directions. 
 
 1st. Draw a figure which shall represent all the given parts, 
 and all the required parts. Then draw such other lines as will 
 establish the most simple relations between them. If an angle 
 is given, it is generally best to let fall a perpendicular that shall 
 lie opposite to it; and this perpendicular, if possible, should be 
 drawn from the extremity of a given side. 
 
 2d. When two lines or quantities are connected in the same 
 way with other parts of the figure or problem, it is in general, 
 not best to use either of them separately; but to use their sum, 
 their difference, their product, their quotient, or perhaps ano- 
 ther line of the figure with which they are alike connected. 
 
 3d. When the area, or perimeter of a figure, is given, it is 
 sometimes best to assume another figure similar to the propo- 
 sed, having one of its sides equal to unity, or some other known 
 quantity. A comparison of the two figures will often give a re- 
 quired part. We will add the following problems.* 
 
 * The following problems are selected from Hutton's Application of Algebra 
 to Geometry, and the examples in Mensuration from his treatise on that subject. 
 
208 APPLICATION OF ALGEBRA 
 
 PROBLEM I. 
 
 In a right angled triangle BAG, having given the base BA, 
 and the sum of the hypothenuse and perpendicular, it is re- 
 quired to find the hypothenuse and perpendicular. 
 
 Put BA=c=3, BC=a:;, KC=y and the sum of the hypo- 
 thenuse and perpendicular equal to s = 9 
 
 Then, x-^y=s=Q. 
 
 and x'=y''+c^ (Bk . IV. Prop. XL) 
 From 1st equ: x=s — y 
 
 and x^= s^ — 2sy -\-y^ p 
 
 By subtracting, = s^ — 2sy — c^ 
 
 or 2sy=s'^ — c^ 
 
 s'^—c^ 
 hence, y=-^ =4=Ae 
 
 Therefore a; + 4 =9 or a:=5=BC. 
 
 PROBLEM II. 
 
 In a Hght angled triangle, having given the hypothenuse, and ike 
 sum of the base and perpendicular, to find these two sides' 
 
 Put BC=a=5, BA=a:, AC=y and the sum 
 of the base and perpendicular =5=7 
 Then x-\-y=s=l 
 
 and a;2+3/^=ar^ 
 
 From first equation x=s — y 
 
 or x^=s'^—2sy-{-y'^ 
 
 Hence, y^==a^-.s'2+2sy^y^ 
 
 or 2?/^ — 2sy=a^—s^ 
 
 or 'ir—sy-. 
 
 2 
 
 By completing the square y^ — 5?/ + i5^=|a^ — \s^ 
 
 or y =is± yia^— {5-=4 or 3 
 
 Hence a:= J5=F Vid-—\s'^='^ or 4 
 
TO GEOMETRY. 
 
 209 
 
 PROBLEM III. 
 
 In a rectangle^ having given the diagonal and perimeter, to find 
 
 the sidea. 
 
 Let ABCD be the proposed rectangle. 
 Put AC=^=10, the perimeter = 2a :^ 28, or 
 AB + BC=a=14: also put AB=a;and BC=y. 
 
 Then, x^+y'=d^ 
 
 and x+y=a 
 
 From which equations we obtain, 
 
 =ia=fc Vld^—ia^=8 or 6, 
 
 and 
 
 a;=iflr=p V^d^—ia^=6 or 8. 
 
 PROBLEM IV. 
 
 Having given the base and perpendicular of a triangle^ to find 
 the side of an inscribed square. 
 
 Let ABC be the triangle and HEFG 
 the inscribed square. Put AB=b, CD=a, 
 and HE or GHrra; : then Cl=a — x. 
 We have by similar triangles 
 
 AB: CD:; GF: CI 
 or b: a:: x: a — x 
 
 Hence, ab — bx=ax 
 ab 
 
 or 
 
 a + b 
 
 the side of the inscribed square ; 
 
 which, therefore, depends only on the base and altitude of the 
 triangle. 
 
 PROBLEM V. 
 
 In an equilateral triangle, having given the lengths of the 
 three perpendiculars drawn from a point within, on the three 
 sides: to determine the sides of the triangle. 
 
210 APPLICATION OF ALGEBRA 
 
 Let ABC be the equilateral triangle ; 
 DG, DE and DF the given perpendicu- 
 lars hi fall from D on the sides. Draw 
 DA, DB, DC to the vertices of the angles, 
 and let fall the perpendicular CH on 
 the base. Let DG=a, J)E=b, and 
 DF=c : put one of the equal sides AB 
 
 =2x; hence AH=x, and CH= 
 
 Now since the area of a triangle is equal to half its base 
 into the altitude, (Bk. IV. Prop. VL) 
 
 iAB X CH=a; x x Vs^x^ -/s^triangle ACB 
 
 iAB X DG=.r X a =ax = triangle ADB 
 
 iBCxJ)E=xxb =bx =triangle BCD 
 
 ^ACxDF=a;xc =cx =triangle ACD 
 
 But the three last triangles make up, and are consequently 
 equal to, the first ; hence, 
 
 x^ V3=ax + bx + cx^=x{a + 6 + c) ; 
 
 or xV3=a-\-b + c 
 
 a-\-b + c 
 
 therefore", 
 
 V3 
 
 Remark. Since the perpendicular CH is equal to xy 3, it ^ 
 
 is consequently equal to « + 6 + c; that is, the perpendicular let I 
 
 fall from either angle of an equilateral triangle on the oppo- • 
 
 site side, is equal to the sum of the three perpendiculars let " 
 
 fall from any point within the triangle on the sides respectively. ^ 
 
 PROBLEM VI. 
 
 In a right angled triangle, having given the base and the dif- 
 ference between the hypothenuse and perpendicular, to find 
 the sides. 
 
 PROBLEM VII. 
 
 In a right angled triangle, having given the hypothenuse and 
 the difference between the base and perpendicular, to deter- 
 
 mine the triangle. 
 
► 
 
 TO GEOMETRY. 211 
 
 PROBLEM VIII. 
 
 Having given the area of a rectangle inscribed in a given 
 triangle ; to determine the sides of the rectangle. 
 
 PROBLEM IX. 
 
 In a triangle, having given the ratio of the two sides, togeth- 
 er with both the segments of the base made by a perpendic- 
 ular from the vertical angle ; to determine the triangle. 
 
 PROBLEM X. 
 
 In a triangle, having given the base, the sum of the other two 
 sides, and the length of a line drawn from the vertical angle 
 to the middle of the base ; to find the sides of the triangle. 
 
 PROBLEM XI. 
 
 In a triangle, having given the two sid6s about the vertical 
 angle, together with the line bisecting that angle and terminating 
 in the base ; to find the base. 
 
 PROBLEM XII. 
 
 To determine a right angled triangle, having given the 
 lengths of two lines drawn trom the acute angles to the mid^ 
 die of the opposite sides. 
 
 PROBLEM Xni. 
 
 I 
 
 To determine a right-angled triangle, having given the pe- 
 rimeter and the radius of the inscribed circle. 
 
 PROBLEM XIV. 
 
 To determine a triangle, having given the base, the per- 
 pendicular and the ratio of the two sides. 
 
 PROBLEM XV. 
 
 To determine a right angled triangle, having given the 
 hypothenuse, and the side of the inscribed square. 
 
 PROBLEM XVI. 
 
 To determine the radii of three equal circles, described 
 within and tangent to, a given circle, and also tangent to 
 each other. 
 
212 APPLICATION OF ALGEBRA 
 
 PROBLEM XVII 
 
 In a right angled triangle, having given the perimeter and 
 the perpendicular let fall from the right angle on the hypothe- 
 
 nuse, to determine the triangle. 
 
 PROBLEM XVIII. 
 
 To determine a right angled triangle, having given the 
 hypothenuse and the difference of two lines drawn from the 
 two acute angles to the centre of the inscribed circle. 
 
 PROBLEM XIX. 
 
 To determine a triangle, having given the base, the perpen- 
 dicular, and the difference of the two other sides. 
 
 PROBLEM XX. 
 
 To determine a triangle, having given the base, the perpen- 
 dicular and the rectangle of the two sides. 
 
 PROBLEM XXI. 
 
 To determine a triangle, having given the lengths of three 
 lines drawn from the three angles to the middle of the opposite 
 sides. 
 
 PROBLEM XXII. 
 
 In a triangle, having given the three sides, to find the radius 
 of the inscribed circle. 
 
 PROBLEM XXIII. 
 
 To determine a right angled triangle, having given the side 
 of the inscribed square, and the radius of the inscribed circle. 
 
 PROBLEM XXIV. 
 
 To determine a right angled triangle, having given the 
 hypothenuse and radius of the inscribed circle. 
 
 PROBLEM XXV. 
 
 To determine a triangle, having given the base, the line 
 bisecting the vertical angle, and the diameter of the circum- 
 scribing circle. 
 
PLANE TRIGONOMETRY. 213 
 
 PLANE TRIGONOMETRY. 
 
 In every triangle there are six parts : three sides and three 
 angles. These parts are so related to each other, that if a 
 certain number of them be known or given, the remaining 
 ones can be determined. 
 
 Plane Trigonometry explains the methods of finding, by cal- 
 culation, the unknown parts of a rectilineal triangle, when 
 a sufficient number of the six parts are given. 
 
 When three of the six parts are known, and one of them is a 
 side, the remaining parts can always be found. If the three 
 angles were given, it is obvious that the problem would be in- 
 determinate, since all similar triangles would satisfy the con- 
 ditions. 
 
 It has already been shown, in the problems annexed to Book 
 III., how rectilineal triangles are constructed by means of three 
 given parts. But these constructions, which are called graphic 
 methods, though perfectly correct in theory, would give only 
 a moderate approximation in practice, on account of the im- 
 perfection of the instruments required in constructing them. 
 Trigonometrical methods, on the contrary, being independent 
 of all mechanical operations, give solutions with the utmost 
 accuracy. 
 
 These methods are founded upon the properties of lines called 
 trigonometrical lines, which furnish a very simple mode of ex- 
 pressing the relations between the sides and angles of triangles. 
 
 We shall first explain the properties of those lines, and the 
 principal forraulas derived from them ; formulas which are of 
 great use in all the branches of mathematics, and which even 
 furnish means of improvement to algebraical analysis. We 
 shall next apply those results to the solution of rectilineal tri- 
 angles. 
 
 DIVISION OF THE CIRCUMFERENCE. 
 
 I. For the purposes of trigonometrical calculation, the cir- 
 cumference of the circle is divided into 360 equal parts, called 
 degrees ; each degree into 60 equal parts, called minutes ; and 
 each minute into 60 equal parts, called seconds. 
 
 The semicircumference, or the measure of two right angles, 
 contains 180 degrees ; the quarter of the circumference, usually 
 denominated the quadrant, and which measiu'es the right an- 
 gle, contains 90 degrees. 
 
 II. Degrees, minutes, and seconds, are respectively desig- 
 
214 
 
 PLANE TRIGONOMETRY. 
 
 nated by the characters ; «, ', " : thus the expression 16° 6' 15" 
 represents an arc, or an angle, of 16 degrees, 6 minutes, and 
 15 seconds. 
 
 III. The complememt of an angle, or of an arc, is what re- 
 mains after taking that angle or that arc from 90°. Thus the 
 complement of 25° 40' is equal to 90°— 25° 40' r= 64° 20' ; and 
 the complement of 12° 4' 32" is equal to 90°— 12° 4' 32" = 77° 
 55' 28". 
 
 In general, A being any angle or any arc, 90° — A is the com^ 
 plement of that angle or arc. If any arc or angle be added 
 to its complement, the sum will be 90°. Whence it is evident 
 that if the angle or arc is greater than 90°, its complement will 
 be negative. Thus, the complement of 160° 34' 10" is — 70° 
 34' 10". In this case, the complement, taken positively, would 
 be 9, quantity, which being subtracted from the given angle or 
 arc, the remainder would be equal to 90°. 
 
 The two acute angles of a right-angled triangle, are together 
 equal to a right angle ; they are, therefore, complements of each 
 other. 
 
 IV. The supplement of an angle, or of an arc, is what re- 
 mains after taking that angle or arc from 180°. Thus A being 
 any angle or arc, 180° — A is its supplement. 
 
 In any triangle, either angle is the supplement of the sum of 
 the two others, since the three together make 180°. 
 
 If any arc or angle be added to its supplement, the sum will 
 be 180°. Hence if an arc or angle be greater thaii 180°, its 
 supplement will be negative. Thus, the supplement of 200° 
 is — 20°. The supplement of any angle of a triangle, or indeed 
 of the sum of either two angles, is always positive, 
 
 GENERAL IDEAS RELATING TO TRIGONOMETRICAL LINES. 
 
 V. The sine of an arc is 
 the perpendicular let fall from 
 one extremity of the arc, on 
 the diameter which passes 
 through the other extremity. 
 Thus, MP is the^ine of the 
 arc AM, or of the angle ACM. 
 
 The tangent of an arc is a 
 line touching the arc at one 
 extremity/ and limited by the 
 prolongation of the diameter 
 which passes through the 
 other extremity.'. Thus AT is 
 the tangent of tne arc AM, 
 or of the angle ACM. - 
 
PLANE TRIGONOMETRY. 215 
 
 The secant of an arc is the line drawn from the centre of 
 the circle through one extremity of the arc land limited by the 
 tangent drawn through the other extremity. Thus CT is the 
 secant of the arc AM, or of the angle ACM. 
 
 The versed sine of an arc, is the part of the diameter inter- 
 cepted between one extremity of the arc and the foot of the 
 sine. Thus, AP is the versed sine of the arc AM, or the angle 
 ACM. 
 
 These four lines MP, AT, CT, AP, are dependent upon the 
 arc AM, and are always determined by it and the radius ; they 
 are thus designated : 
 
 MP=sin AM, or sin ACM, 
 ATintangAM, or tang ACM, 
 CTz^secAM, or sec ACM, 
 APr=ver-sin AM, or ver-sin ACM. 
 VI. Having taken the arc AD equal to a quadrant, from the 
 points M and D draw the lines MQ, DS, perpendicular to the 
 radius CD, the one terminated by that radius, the other termi- 
 nated by the radius CM produced ; the lines MQ, DS, and CS, 
 will, in like manner, be the sine, tangent, and secant of the arc 
 MD, the complement of AM. For the sake of brevity, they 
 are called the cosine, cotangent, and cosecant, of the arc AM, 
 and are thus designated : 
 
 MQ=cosAM, or cos ACM, 
 DS=cot AM, or cot ACM, 
 I CS=cosec AM, or cosec ACM. 
 
 In general, A being any arc or angle, we have 
 cos A=sin (90°— A), 
 cot A = tang (90°— A), 
 cosec A = sec (90° — A). 
 The triangle MQC is, by construction, equal to the triangle 
 CPM ; consequently CPrrrMQ : hence in the right-angled tri- 
 angle CMP, whose hypothenuse is equal to the radius, the two 
 sides MP, CP are the sine and cosine of the arc AM : hence, 
 the cosine of an arc is equal to that part of the radius inter- 
 cepted between the centre and foot of the sine. 
 
 The triangles CAT, CDS, are similar to the equal triangles 
 CPM, CQM ; hence they are similar to each other. From 
 these principles, we shall very soon deduce the different rela- 
 tions which exist between the lines now defined : before doing 
 so, however, we must examine the changes which those lines 
 undergo, when the arc to which they relate increases from zero 
 to 180«. 
 
 The angle ACD is called the first quadrant ; the angle DCB, 
 the second quadrant ; the angle BCE, the third quadrant ; and 
 the angle EC A, the fourth quadrant. 
 
210 
 
 PLANE TRIGONOMETRY. 
 
 B 
 
 
 D 
 
 
 N 
 
 ^ 
 
 Q^^ 
 
 V 
 
 \ 
 
 P^ 
 
 / 
 
 p' \ 
 
 y 
 
 I 
 
 
 \ 
 
 k 
 
 T^' 
 
 
 R J 
 
 s 
 
 E 
 
 VII. Suppose one extrem- 
 ify of the arc remains fixed in 
 A, wiiile the other extremit}% 
 marked M, runs successively 
 throughout the whole extent 
 of the semicircumference, 
 from A to B in the direction 
 ADB. 
 
 When the point M is at A, 
 or when the arc AM is zero, 
 the three points T, M, P, are 
 confounded with the point A ; 
 whence it appears that the 
 sine and tangent of an arc 
 
 zero, are zero, and the cosine and secant of this same arc, are 
 each equal to the radius. Hence if R represents the radius ol 
 the circle, we have 
 V sin 0=0, tang — 0, cos 0=R, secO=R. 
 
 VIII. As the point M advances towards D, the sine increases, 
 and so likewise does the tangent and the secant; but the cosine, 
 the cotangent, and the cosecant, diminish. 
 
 When the point M is at the middle of AD, or when the arc 
 AM is 45°, in which case it is equal to its complement MD, 
 the sine MP is equal to the cosine MQ or CP ; and the trian- 
 gle CMP, having become isosceles, gives the proportion 
 MP : CM : : 1 : x/2, 
 or sin 45° : R : : 1 : V2. 
 
 Hence 
 
 sin 45°=cos45o=-7-=:iR\/2 
 V 2 
 
 In this same case, the triangle CAT becomes isosceles and 
 equal to the triangle CDS ; whence the tangent of 45° and its 
 cotangent, are each equal to the radius, and consequently we 
 have 
 
 tang 45° = cut ..15° =R. 
 
 IX. The arc AM continuing to increase, the sine increases 
 till M arrives at D ; at which point the si^ie is equal to the ra- 
 dius, and the cosine is^zero. Hence we have , 
 
 sin90°=:R, cos 90° = 0; 
 
 and it may be observed, that these values are a consequence 
 
 of the values already found for the sine and cosine of the aiv 
 
 zero ; because the complement of 90« being zero, we have 
 
 sin yO''— cos 0°=R, and 
 
 cos 90°=rsin 0°=0. 
 
PLANE TRIGONOMETRY. 211 
 
 As to the tangent, it increases very rapidly as the point M 
 approaches D ; and finally when this point reaches D, the tan- 
 gent properly exists no longer, because the lines AT, CD, 
 being parallel, cannot meet. This is expressed by saying that 
 the tangent of 90° is infinite ; and we write tang 90" r: ao 
 The complement of 90" being zero, we have 
 
 tang O=cot 90" and cot Orztang 90°. 
 
 Hence cot 90° =0, and cot 0=ao . 
 
 X. The point M continuing to advance from D towards B, 
 the sines diminish and the cosines increase. Thus MT' is the 
 sine of the arc AM', and M'Q, or CP' its cosine. But the arc 
 M'B is the supplement of AM', since AM' + M'B is equal to a 
 semicircumference ; besides, if M'M' is drawn parallel to AB, 
 the arcs AM, BM', which are included between parallels, will 
 evidently be equal, and likewise the perpendiculars or sines 
 MP, M'P'. Hence/i/ie sine of an arc or of an angle is equal to 
 the sine of the siipplement of that arc or angle^ 
 
 The arc or angle A has for its supplement 180" — A: hence 
 generally, we have 
 
 sin A = sin (180"— A.) 
 The same property might also be expressed by the equation 
 
 sin (90^ + B) = sin (90°— B), 
 B being the arc DM or its equal DM'. 
 
 XI. The same arcs AM, AM', which are supplements of 
 each other, and which have equal sines, have also equal co- 
 sines CP, CP' ; but it must be observed, that these cosines lie 
 in different directions. The line CP which is the cosine of the 
 arc AM, has the origin of its value at the centre C, and is esti- 
 mated in the direction from C towards A ; while CP', the cosine 
 of AM' has also the origin of its value at C, but is estimated in 
 a contrary direction, from C towards B. 
 
 Some notation must obviously be adopted to distinguish the 
 one of such equal lines from the other ; and that they may both 
 be expressed analytically, and in the same general formula, it is 
 necessary to consider all lines which are estimated in one di- 
 rection as j)ositiv)% and those which are estimated in the con- 
 trary direction as negative. If, therefore, the cosines which 
 are estimated from C towards A be considered as positive, 
 those estimated from C towards B, must be regarded as nega- 
 tive. Hence, generally, we shall have, 
 
 cos A= — cos (180° — A) 
 that is,frAe cosine of an arc or angle is equal to the cosine of its 
 supplement taken negatively^ 
 
 The necessity of changing the algebraic sign to correspond 
 
 T 
 
218 
 
 PLANE TRIGONOMETRY 
 
 with the change of direction 
 in the trigonometrical line, 
 may be illustrated by the fol- 
 lowing example. The versed 
 sine AP is equal to the radius 
 CA minus CP the cosine AM : 
 that is, 
 
 ver-sin AM.=:R— cos AM. 
 Now when the arc AM be- 
 comes AM' the versed sine 
 AP, becomes AF, that is equal 
 to R + CP'. But this expression 
 cannot be derived from the 
 formula, 
 
 ver-sin AM=r:R — cos AMj 
 unless we suppose the cosine AM to become negative as soon 
 as the arc AM becomes greater than a quadrant. 
 
 At the point B the cosine becomes equal to — R ; that is, 
 cos 180^=— R. 
 
 For all arcs, such as ADBN', which terminate in the third 
 quadrant, the cosine is estimated from C towards B, and is 
 consequently negative. At E the cosine becomes zero, and for 
 all arcs which terminate in the fourth quadrant the cosines are 
 estimated from C towards A, and are consequently positive. 
 
 The sines of all the arcs which terminate in the first and 
 second quadrants, are estimated above the diameter BA, w^hile 
 the sines of those arcs which terminate in the third and fourth 
 quadrants are estimated below it. Hence, considering the 
 former as positive, we must regard the latter as negative. 
 
 XII. Let us now see what sign is to be given to the tangent 
 of an arc. The tangent of the arc AM falls above the line BA, 
 and w^e have already regarded the lines estimated in the direc- 
 tion At as positive : therefore the tangents of all arcs which 
 terminate in the first quadrant will be positive. But the tan- 
 gent of the arc AM', greater than 90^, is determined by the 
 intersection of the two lines M'C and AT. These lines, how- 
 ever, do not meet in the direction AT ; but they meet in the 
 opposite direction AV. But since the tangents estimated in the 
 direction AT are positive, those estimated in thfe direction AV 
 must be negative : therefore, the tangents of all arcs which ter- 
 minate in the second quadrant will be negative. 
 
 When the point M' reaches the point B the tangent AV will 
 become equal to zero : that is, 
 
 tang 1 80° = 0. 
 
 When the point M' passes the point B, and comes into the 
 position N', the tangent of the arc ADN' will be the line AT : 
 
PLAJSE TRIGONOMETRY. 219 
 
 hence,^ the tangents of all arcs which terminate in the third quad- 
 rant are positive. 
 
 At E the tangent becomes infinite : that is, 
 tang270° = Q0. 
 
 When the point has passed along into the fourth quadrant 
 to N, the tangent of the arc ADN'N will be tl^e line AV : hence, 
 the tangents of all arcs which terminate in the fourth quadrant 
 are negative. 
 
 The cotangents are estimated from the line ED. Those which 
 lie on the side DS are regarded as positive, and those which lie 
 on the side DS' as negative. /"Hence, the cotangents are posi- 
 tive in the first quadrant, negative in the second, positive in the 
 third, and negative in the fourth.\ When the point M is at B 
 the cotangent is infinite ; when m E it is zero : hence, 
 
 cot 180°=— 00 ; cot 270° = 0. 
 Let q stand for a quadrant ; then the following table will show 
 the signs of the trigonometrical lines in the different quadrants. 
 
 Iq 2q Sq 4q 
 
 Sine + + •— — 
 
 Cosine + — — + . 
 
 Tangent + — + — 
 
 Cotangent 4- — -{- — 
 
 XIII. In trigonometry, the sines, cosines, iSz^c. of arcs or an- 
 gles greater than 180° do not require to be considered ; the 
 angles of triangles, rectilineal as well as spherical, and the 
 sides of the latter, being always comprehended between and 
 180°. But in various applications of trigonometry, there is fre- 
 quently occasion to reason about arcs greater than the semi- 
 circumference, and even about arcs containing several circum- 
 ferences. It will therefore be necessary to find the expression 
 of the sines and cosines of those arcs whatever be their 
 magnitude. 
 
 We generally consider the arcs as positive which are esti- 
 mated from A in the direction ADB, and then those arcs must 
 be regarded as negative which are estimated in the contrary 
 dii-ection AEB. 
 
 We observe, in the first place, that two equal arcs AM, AN 
 with contrary algebraic signs, have equal sines MP, PN, with 
 contrary algebraic signs ; while the cosine CP is the same for 
 both. 
 
 The equal tangents AT, AV, as well as the equal cotangents 
 DS, DS', have also contrary algebraic signs. Hence, calling 
 X the arc, we have in general, 
 
 sin {^x)= — sin x 
 ' i cos ( — x) = cos X \ 
 
 \ tang ( — x) = — tang x \ 
 cot ( — x)= — cot a; 
 
220 
 
 PLANE TRIGONOMETRY. 
 
 By considering the arc AM, and its supplement AM', and 
 recollecting what has been said, we readily see that, 
 sin (an arc) = sin (its supplement) 
 cos (an arc) = — cos (its supplement) 
 tang (an arc) :=— tang (its supplement) 
 cot (an arc) = — cot (its supplement). 
 
 It is no less evident, that e' D ^ 
 
 if one or several circumfe- 
 rences were added to any 
 arc AM, it would still termi- 
 nate exactly at the point M, 
 and the arc thus increased 
 would have the same sine as 
 the arc AM ; hence if C rep- 
 resent a w^hole circumfe- 
 rence or 360°, we shall have 
 sin X = sin (C + x)= sin x = sin 
 (2C + x), &c. 
 
 The same observation is ap- 
 plicable to the cosine, tan- 
 gent, &c. 
 
 Hence it appears, that whatever be the magnitude of x the 
 proposed arc, its sine may always be expressed, with a proper 
 sign, by the sine of an arc less than 180°. For, in the first 
 place, we may subtract 360° from the arc x as often as they 
 are contained in it ; and y being the remainder, we shall have 
 sin a;=sin y. Then if?/ is greater than 180°, make y— 180°-f-2, 
 and we have sin y= — sin z. Thus all the cases are reduced 
 to that in which the proposed arc is less than 180° ; and since 
 we farther have sin (90° + a;) = sin (90° — x), they are likewise 
 ultimately reducible to the case, in which the proposed arc is 
 between zero and 90°. 
 
 XIV. The cosines are always reducible to sines, by means 
 of the formula/ cos A = sin (90° — A)J or if we require it, by 
 means of the fArmula cos A = sin (90° -f A) : and thus, if we can 
 find the value of the sines in all possible cases, we can also find 
 that of the cosines. Besides, as has already been shown, that 
 the negative cosines are separated from the posilive cosines by 
 the diameter DE; all the arcs whose extremities fall on the 
 right side of DE, having a positive cosine, while those whose 
 extremities fall on the left have a negative cosine. 
 
 Thus from 0° to 90° the cosines are positive ; from 90° to 
 270° they are negative ; from 270° to 300° they again become 
 positive ; and after a whole revolution they assume the same 
 values as in the preceding revolution, for cos (360°+a;)=cosa:. 
 
PLANE TRIGONOMETRY. 
 
 221 
 
 From these explanations, it will evidently appear, that the 
 sines and cosines of the various arcs which are multiples of the 
 quadrant have the following values : 
 
 sin 0^ = 
 
 sin 90°=R 
 
 cos 0°=R 
 
 cos 90° =0 
 
 sin 180°=0 
 
 sin 270°=— R 
 
 cos 180°=— R 
 
 cos 270° =0 
 
 sin 360^=0 
 
 sin 450° =R 
 
 cos 360° =R 
 
 cos 450° =0 
 
 sin 540° =0 
 
 sin 630°=— R 
 
 cos 540°=— R 
 
 cos 630°=0 
 
 sin 720° =0 
 
 sin 810°=R 
 
 cos 720° =R 
 
 cos 810°=0 
 
 &c. 
 
 &c. 
 
 &c. 
 
 &c. 
 
 And generally, k designating any whole number we shall 
 have 
 
 sin 2A;.90°=0, cos (2A:+1) . 90° = 0, 
 
 sin (4A;+ 1) . 90°=R, cos Ak . 90°=R, 
 
 sin (4^—1) . 90°=— R, cos (4A; + 2) . 90°=— R. 
 What we have just said concerning the sines and cosines 
 renders it unnecessary for us to enter into any particular de- 
 tail respecting the tangents, cotangents, &c. of arcs greater 
 than 180° ; the value of these quantities are always easily de- 
 duced from those of the sines and cosines of the same arcs : 
 as we shall see by the formulas, which we now proceed to 
 explain. 
 
 THEOREMS AND FORMULAS RELATING TO SINES, COSINES, 
 TANGENTS, &c. 
 
 \ 
 
 XV.^T/ie sine of an arc is half the chord which subtends a 
 ^ double arc,^ 
 
 '■) 
 
 For the radius CA, perpen- 
 dicular to the chord MN, bi- 
 sects this chord, and likewise 
 the arc MAN ; hence MP, the 
 sine of the arc MA, is half the 
 chord MN which subtends 
 the arc MAN, the double of 
 MA. 
 
 The chord which subtends 
 the sixth part of the circum- 
 ference is equal to the radius ; 
 hence 
 
 ^^^'orsin30°=iR,) 
 
 sm 
 
 12 
 
 in other words, the sine of a third part of the right angle is 
 equal to the half of the radius. 
 
 T * 
 
222 
 
 PLANE TIIIGOIMOMETRY. 
 
 X( 
 
 I v^ 
 
 ^ XVI. The square of the sine 
 hf an arc, together with the 
 Square of the cosine, is equal 
 ;io the square of the radius ; so 
 that in general terms we have 
 sin^A + cos2A=:R2. 
 
 This property results im- 
 mediately from the right-an- 
 gled triangle CMP, in which 
 MP-+CP'^=CM2. 
 
 It follows that when the 
 sine of an arc is given, its co- 
 sine may be found, and re- 
 ciprocally, by means of the 
 
 formulas cos A = d= V (R^ — sin^A), and sin A = rfc \/ (R^ — cos^A). 
 The sign of these formulas is +, or — , because the same sine 
 MP answers to the two arcs AM, AM', whose cosines CP, CP', 
 are equal and have contrary signs ; and the same cosine CP 
 answers to the two arcs AM, AN, whose sines MP, PN, are 
 also equal, and have contrary signs. 
 
 Thus, for example, having found sin 30^=|R, we may de- 
 duce from itcos30^orsin60^=\/(R2— iR2) = yfR2— iRv/3, 
 
 XVII. The sine and cosine of an drc A'heing 'given, it is re-^ 
 quired to find the tangent, secant, cotangent, and cosecant of the 
 same arc. 
 
 The triangles CPM, CAT, CDS, being similar, we have the 
 proportions : 
 
 CP : PM : : CA : AT ; or cos A : sin A : : R : tang A= 
 
 CP : CM : : CA : CT ; or cos A : R : : R : sec A = 
 
 PM : CP : : CD : DS ; or sin A : cos A : : R : cot A= 
 
 R sin A 
 cos A 
 
 _R2_ 
 cos A 
 
 RcosA 
 
 PM : CM : : CD : CS ; or sin A : R : : R : cosec A=- 
 
 sin A 
 R^ 
 
 sin A 
 
 which are the four formulas required. It may also be observed, 
 that the two last formulas might be deduced from the first two, 
 by simply putting 90° — A instead of A. 
 
 From these formulas, may be deduced the values, with their 
 proper signs, of the tangents, secants, &c. belonging to any 
 arc whose sine and cosine are known ; and since the progres- 
 sive law of the sines and cosines, according to the different 
 arcs to which they relate, has been developed already, it is 
 unnecessary to say more of the law which regulates the tan- 
 gents and secants. ,- 
 
PLANE TRIGONOMETRY. 223 
 
 By means of these formulas, several results, which have 
 already been obtained concerning the trigonometrical lines, 
 may be confirmed. If, for example, we make A =00^, we 
 shall have sin A=R, cos A — ; and consequently tang 90°-= 
 
 W 
 
 — , an expression which designates an infinite quantity ; for 
 
 the quotient of radius divided by a very small quantity, is very 
 great, and increases as the divisor diminishes ; hence, the quo- 
 tient of the radius divided by zero is greater than any finite 
 quantity. 
 
 The tangent being equal to R ; and cotangent to R.-^- ; 
 
 cos siii. 
 
 .V 
 
 itf( 
 
 follows that tangent and cotangent will both be positive 
 when the sine and cosine have like algebraic signs, and both 
 negative, when the sine and cosine have contrary algebraic 
 signs. Hence, the tangent and cotangent have the same 
 sign in the diagonal qiiadrants : that is, positive in the 1st and 
 3d, and negative in the 2d and 4th ; results agreeing witii those 
 ofArt. Xlf. 
 
 The Algebraic signs of the secants and cosecants are readily 
 determined. For, the secant is equal to radius square divided 
 by the cosine, and since radius square is always positive, it 
 follows that the algebraic sign of the secant will depend on 
 that of the cosine: hence, it is positive in the 1st and 4th 
 quadrants and negative in the 2nd and 3id. 
 
 Since the cosecant is equal to radius square divided by the 
 sine, it follows that its sign will depend on the algebraic sign 
 of the sine : hence, it will be positive- in the 1st and 2nd 
 quadrants and negative in the 3rd and 4th. 
 
 XVIII. The formulas of the preceding Article, combined 
 with each other and with the, equation sin "A + cos ''^A:=R^ 
 furnish some others worthy of attention. 
 
 First we have R^ -f- tang'^ A =: R- + "^IjI^-^ z=, 
 
 cos^ A 
 
 R- (sin*^ A + cos- A) R'' , tiq , * 2 a • o * 
 
 __1 i=: ; hence R^+tang^ A=sec- A, a 
 
 cos -A cos" A 
 
 formula which might be immediately deduced from the righi- 
 angled triangle CAT. By these formulas, or by the right-an- 
 gled triangle CDS, we have also R'-^ + cot- Arzcosec" A. 
 
 Lastly, by taking the product of the two formulas tang A=r 
 
 RsinA 1 . A RcosA , , . . * tio 
 
 --, and cot A= — — we have tang Ax cot A^R-, a 
 
 cos A sin A 
 
 R' R2 
 
 formula which gives cot A= ^.^,^^ ^ , and tang A= 
 
 We likewise have cot B= 
 
 tang A ' o ■ ■ cot A, 
 
 I 
 
 tangB 
 
L.?-:. 
 
 224 
 
 PLANE TRIGONOMETRY 
 
 j Hence cot A : cot B : : taiig B : tang A ; that is, the cotan- ' 
 \ gents of two arcs are reciprocally proportional to their tangents. 
 The formula cot Ax tang A=R'"^ might be deduced imme- 
 diately, by comparing the similar triangles CAT, CDS, which 
 give AT : CA : : CD : DS, or tang A : R : : R : cot A 
 
 XIX. The sines and cosines of two arcs, a and b, being given, 
 it is required to find the sine and cosine of the sum or difference 
 of these arcs. 
 
 Let the radius AC=R, the arc 
 AB=a, the arc BD=6, and con- 
 sequently ABD=a + h. From 
 the points B and D, let fall the 
 perpendiculars BE, DF upon AC ; 
 from the point D, draw DI per- 
 • pendicular to BC ; lastly, from 
 the point I draw IK perpendicu- 
 lar, and IL parallel to, AC. F' C FXTKE 
 
 The similar triangles BCE, ICK, give the proportions, 
 
 sin a cos /;. 
 
 CB : CI : : BE : IK, or R : cos Z) : : sin « : IK= 
 
 CB : CI : : CE : CK, or R : cos 6 : : cos a : CK= 
 
 R 
 
 co§ a cos '6. 
 
 R 
 
 The triangles DIL, CBE, having their sides perpendicular, 
 each to each, are similar, and give the proportions, 
 
 CB : DI : : CE : DL, or R : sin ft : : cos a : DL= 
 
 CB : DI : : BE : IL, or R : sin 6 : : sin a : IL: 
 
 cos a sin b, 
 
 R 
 sin « sin b. 
 
 R 
 
 But we have 
 IK+DL=DF: 
 
 Hence 
 
 sin (a + 6), and CK— IL-:CF=rcos (a + b). 
 sin a cos ft + sin i cos a 
 
 sin (a + b) = 
 cos {a-\-b) = 
 
 R 
 
 cos a cos ft — sin a* sin ft. 
 R 
 
 The values of sin (a — ft) and of cos {a — ft) might be easily 
 deduced from these two formulas; but they may be found 
 directly by the same figure. For, produce the sine DI till it 
 meets the circumference at M ; then we have BM— BD=ft, 
 and MI==ID = sin ft. Through the point M, draw MP perpen- 
 dicular, and MN parallel to, AC ifsince Mlrr^DI, we have MN 
 =IL, and IN=DD But we have IK— IN=MP = sin («— ft), 
 and CK+MN=CP=^cos (a—b) ; hence 
 
PLANE TRIGONOMETRY. ' 225 
 
 . , ,. sm a cos b — sin h cos a 
 sm {a—h)^ ^ 
 
 -. cos a cos 6 + sin a sin h 
 
 cos {a — o) = — 
 
 R 
 
 These are the formulas which it was required to find. 
 
 The preceding demonstration may seem defective in point 
 
 of generaHty, since, in the figure which we have followed, the 
 
 arcs a and b, and even a + &, are supposed to be less than 90°. 
 
 But first the demonstration is easily extended to the case in 
 
 which a and b being less than 90°, their sum a + 6 is greater 
 
 than 90°. Then the point F would fall on the prolongation of 
 
 AC, and the only change required in the demonstration would 
 
 be that of taking cos {a -\- b) = — CF' ; but as we should, at the 
 
 same time, have CF' = rL' — CK', it would still follow that cos 
 
 (a + b) = CK! — I'L', or R cos (a + b)=cos a cos b — sin a sin b. 
 
 And whatever be the values of the arcs a and b, it' is easily 
 
 shown that the formulas arc true : hence we may regard them 
 
 as established for all arcs. We will repeat and number the 
 
 formulas for the purpose of more convenient reference. 
 
 . , . ,. sin a cos ^ + sin b cos a .^ . 
 sm {a + b) = g (1.). 
 
 . , ,v sin a cos b — sin b cos a .^. 
 sin (a—b)= ^^ (2.). 
 
 , ^ cos a cos b — sin a sin b . ^ 
 cos (a+b)=-. ^ (3.) 
 
 ,, cos a cos & + sin a sin ft .. 
 cos (a—b) = ^ (4.) 
 
 XX. If, in the formulas of the preceding Article, we make 
 6=a, the first and the third will give . •■ , ^ 
 
 . _ 2 sin a cos a ^ cos^ a — sin^ a 2 cos^ a — R" 
 sm2a= p -f cos 2a= ^ =-^=^ — ^ 
 
 formulas which enable us to find the sine and cosine of the 
 
 double arc, when we know the sine and cosine of the arc itself. 
 
 To express the sin a and cos a in terms of ^a, put |a for a, 
 
 and we have 
 
 . ^ 2 sin la cos ^a cos^ ^a — sin^ la 
 sm a= ± £_, cos a= i =— . 
 
 R R 
 
 To find the sine and cosine of Ja in terms of a, take the 
 equations 
 
 cos- i^-hsin^ |«=R^ and cos-i« — sin^ J-a=R cos a, 
 there results by adding and subtracting 
 
 cos- |a-^|R- + iR cos a, and sin2-i,Gt=iR2— iR cos a; 
 whence 
 
 sin ia= V (|R2— iR cos a)=iV2R2— 2R cos «.' 
 cos 'a= \/(iR2+iR cos a)=iV2ilH2Rcosa. 
 
826 PLANE TRIGONOMETRY. 
 
 If we put 2a in the place of a, we shall have, 
 
 sin (?= n/ (iR2_4R cos 2a) =i V 2R"^— 2R cos 2a. 
 
 cos a=V(iR2+iR cos 2a)=\s/2W-^ 2R cos 2a. 
 
 Making, in the two last formulas, a=45°, gives cos2a=0, and 
 
 sin 45°= \/iR2=RV| ; and also, cos 45°= VlR^R V-^. 
 
 Next, make a =22° 30', which gives cos 2a=R V^, and we have 
 
 sin 22° 30'=R V(i— ^Vi) and cos 22° 30'=RN/(^-+iVi). 
 
 XXI. If we multiply together formulas (1.) and (2.) Art. 
 XIX. and substitute for cos'-^ a, R^ — sin''^ a, and for cos- b, 
 R^ — sin^ h ; we shall obtain, after reducing and dividing by R^, 
 sin {a + h) sin {a — h) — sin^ a — sin^ h = (sin a + sin h) (sin a — sin h), 
 
 or, sin {a — V) : sin a — sin h : : sin a + sin 6 : sin (a + 6). 
 
 XXII. The formulas of Art. XIX. furnish a great number of 
 consequences ; among which it will be enough to mention those 
 of most frequent use. By adding and subtracting we obtain 
 the four which follow, 
 
 2 
 sm («+6) + sin (a — h)= — sin a cos 6. 
 
 R 
 
 2 
 
 sin {a-{-p) — sin {a — 6)=-_sin b cos a. 
 
 R 
 
 2 
 
 cos (a + 6) + COS (a — 6) = —- cos a cos b. 
 R 
 
 2 
 
 cos {a — b) — cos (a + 6)=-psin a sin b. 
 
 and which serve to change a product of several sines or co- 
 sines into linear sines or cosines, that is, into sines and cosines 
 multiplied only by constant quantities. 
 
 XXIII. If in these formulas we put a-{-b=pf a — b=q, which 
 
 p-\-q p — q 
 gives a=—^j 5=—^, we shall find 
 
 2 
 
 sin j9-f sin ^=-— -sin ^(p + q) cos |(jo — q) (1.) 
 
 R " 
 
 2 
 sin p — sin q~-:^sm -J (p — q) cos h{p + q) (2.) 
 
 R 
 
 W cosp + cosq = -^cos -^ {p + q) cos h (p — q) (3.) 
 
 cosg — cos 7?=^ sin h (p + q) sin J {p — q) (4.) 
 R " 
 
PLANE TRIGONOMETRY. 227 
 
 ') - 6^^"$^ /- ■ ■ 
 
 If we make g=o, we shall obtain, 
 
 2 sin i» cos \p 
 sin p — ^-^ -— 
 
 „ 2 cos^ \ p 
 R + cos p= „ " 
 
 ^ 2 sin^ I p 
 
 R — cos j9= : hence 
 
 R 
 
 sin j9 _ tang ^p R 
 
 wky R+cos /?~ R ""cotjjp 
 
 - si np _^cot ^p_ R _ 
 
 R — cos p R tang ^p- 
 
 formulas which are often employed in trigonometrical calcula- 
 tions for reducing two terms to a single one. 
 
 XXIV. From the first four formulas of Art XXIII. and the first 
 
 of Art. XX.,dividinff, and considerinjsj that = — M—= 
 
 ^ ^ cos a R cot a 
 
 we derive the following : 
 
 I sin ;7 + sin q _^\n \ {p -\- q ) cos ^ ( p—g^) _ ta ng -|(;? + y) 
 
 > sin j9 — sin ^ cos|^ (^-f g) sin J (jo — q) tangj(jt? — q) 
 
 ' sin ;? + sin 7 _ sin j^ (;? + 9^) _ tangl (jp + y) 
 cosp-fcos^' Qos^{p-^q) R 
 
 i s|g_jH;ig^^_ cos^ (/?— y) _ cot I (p—q) ^ 
 
 ' cos q — cos p sin -J (p — q) R 
 
 sin /?— sin q _s\nl- {p—q) _ tanrri (p—q) 
 COSJ9 + COS5' COS J (2? — q) R 
 
 ::in /> — sin q _<^os^(p + q) ^cot^ (p + q) 
 cos q — COS JO sin ^{p-\-q) R 
 
 ( i)sp + cos ^ _ cos }f (p + q) COS | {p — 9')_cot h{p-rq) 
 r <s q — cos p sin h (p+q) sm |- (p — qj tang-^ (p—q) 
 sin /) + sin gf 2sin j (/? + ^) cos -} (p — q) cos | (jo — g) 
 sin (p + ^)~2sin J {p-^q) cos J- (p + g)~cosi (p + g) 
 s in p — si n q 2sin | (p — g^) cos ^ (p + q) sin |^ (jo — q) 
 sin (io + ^)~2sini (p + ^)cosi(;? + 5')'^sin| (;? + g') 
 
 Formulas which are the expression of so many theorems. 
 From the first, it follows that the sum of the sines of two arcs is 
 to the difference of these sines, as the tangent of half the sum of 
 \ the arcs is to the tangent of half their difference. 
 
828 PLANE TRIGONOMETRY. 
 
 XXV. In order likewise to develop some formulas relative 
 to tangents, let us consider the expression 
 
 . , ,. R sin (« + &) . , . , , , . . , 
 
 tang {a-\-o)= -^ — — i, m which by suostitutmg the values 
 
 ^ cos (a^b) '' ^ 
 
 of sin (a +6) and cos {a+h), we shall find 
 
 * / . i.\ R (sin a cos & + sin 6 cos a) 
 
 tang(cz + &)=— A ■ ^ . , . \ 
 
 cos a cos — sm bsma 
 
 MT , . cos a tanff a , . , cos h tang h 
 JNow we have sm a= p , and sm &= ^ — ^-- : 
 
 substitute these values, dividing all the terms by cos a cos h ; 
 we shall have 
 
 R^ — tang a tang 6 
 which is the value of the tangent of the sum of two arcs, ex- 
 pressed by the tangents of each of these arcs. For the tangent 
 of their difference, we should in like manner find 
 R^ (tang ^— tang h) 
 tang {a^h) =R2+tang « tang 6. 
 Suppose 6=a ; for the duplication of the arcs, we shall have 
 the formula 
 
 2 B? tang a 
 
 tang 2a—rfrr, — ~ : 
 
 ° H~ — tang^a 
 
 Suppose &=2a ; for their triplication, we shall have the for- 
 mula 
 
 tang 3«=?^J&^5g_^±*^M^ ; 
 * W — tang a tang 2a' 
 
 in which, substituting the value of tang 2 a, we shall have 
 
 3R^ tang a — tang ^a 
 
 tang 3 a= -_— — ^ & — 
 
 ^ R'^_3 tang ^a. ■» 
 
 XXVI. Scholium, The radius R being entirely arbitrary, isl 
 generally taken equal to 1, in which case it does not appear in 
 the trigonometrical formulas. For example the expression for 
 the tangent of twice an arc when R=l, becomes, 
 
 2 tang a 
 tang2<z= ^ - 
 
 1 — tang- fl- 
 it we have an analytical formula calculated to the radius of 1, 
 and wish to apply it to another circle in which the radius is R, 
 we must multiply each term by such a power of R as will make 
 all the terms homogeneous: that is, so that each shall contain the 
 same number of literal factors. 
 
PLANE TRIGONOMETRY. 229 
 
 CONSTRUCTION AND DESCRIPTION OF THE TABLES. 
 
 XXVII. If the radius of a circle is taken equal to 1, and the 
 
 lengths of the lines representing the sines, cosines, tangents, 
 
 cotangents, &c. for every minute of the quadrant be calculated, 
 
 and written in a table, this would be a table of natural sines, 
 
 ..cosines, &c. sj^ 
 
 W^ XXVIII. If such a table were known, it would be easy to 
 ^ calculate a table of sines, &c. to any other radius ; since, in 
 ditferent circles, the sines, cosines, &c. of arcs containing the 
 same number of degrees, are to each other as their radii. 
 
 XXIX. If the trigonometrical lines themselves were used, it 
 would be necessary, in the calculations, to. perform the opera- 
 tions of multiplication and division. To avoid so tedious a 
 method of calculation, we use the logarithms of the sines, co- 
 
 • sines, &:c. ; so that the tables in common use show the values 
 of the logarithms of the sines, cosines, tangents, cotangents, &c. 
 for each degree and minute of the quadrant, calculated to a 
 
 - given radius. This radius is 10,000,000,000, and consequently 
 its logarithm is 10. 
 
 XXX. Let us glance for a moment at one of the methods 
 of calculating a table of natural sines. 
 
 The radius of a circle being 1, the semi-circumference is known 
 to be 3.14159265358979. This being divided successively, by 
 180 and 60, or at once by 10800, gives .0002908882086657, 
 for the arc of 1 minute. Of so small an arc the sine, chord, 
 and arc, differ almost imperceptibly from the ratio of equality ; 
 so that the first ten of the preceding figures, that is, .0002908882 
 may be regarded as the sine of 1' ; and in fact the sine given 
 in the tables which run to seven places of figures is .0002909. 
 By Art. XVI. we have for any arc, cos= V(l — sin^). This 
 theorem gives, in the present case, cos 1' = .9999999577. Then 
 by Art. XXII. we shall haVe 
 
 2 cos I'xsin 1'-— sin 0'=sin 2' = .00058 17764 
 2 cos I'xsin 2'— sin r=sin 3' =.0008726646 
 2 cos I'xsin 3'~-sin 2' = sin 4' = .00 11635526 
 2 cos I'xsin 4'— sin 3' = sin 5' = .0014544407 * 
 2 cos I'xsin 5'— sin 4'=sin 6' = .0017453284 
 &c. &c. &c. 
 
 Thus may the work be continued to any extent, the whole 
 difficulty consisting in the multiplication of each successive re- 
 sult by the quantity 2 cos 1'— .1.9999999154. 
 
 U 
 
230 PLANE TRIGONOMETRY. 
 
 Or, the sines of T and 2' being determined, the work might 
 be continued thus (Art. XXI.) : 
 
 sin T: sin 2' — sin I' : : sin 2' + sin 1' : sin 3 
 sin 2': sin 3' — sin 1' : : sin 3' + sin 1' : sin 4' 
 sin 3' : sin 4' — sin 1' :: sin 4' + sin 1' : sin 5' 
 sin 4' : sin 5' — sin 1' :: sin 5' + sin 1' : sin 6' 
 &c. &;c. &c. 
 
 In like manner, the computer might proceed for the sines of 
 degrees, &c. thus : 
 
 sin 1° : sin 2°--sin 1° : : sin 2'' + sin 1° : sin 3° 
 sin 2° : sin 3°-— sin 1° : : sin 3° + sin 1° : sin 4° 
 sin 3° : sin 4°— sin 1° : : sin 4° + sin 1° : sin 5° 
 &:c. &c. &c. 
 
 Above 45° the process may be considerably simplified by 
 Ihe theorem for the tangents of the sums and differences of 
 arcs. For, when tiie radius is unity, the tangent of 45° is also 
 unity, and tan (a + b) will be denoted thus : 
 
 tan(45° + fe)=:l±i^. 
 ^ ^ 1— tan b 
 
 And this, again, may be still further simplified in practice 
 The secants and cosecants may be found from the cosines and 
 sines. 
 
 TABLE OF LOGARITHMS. 
 
 XXXI. If the logarithms of all the numbers between 1 and 
 any given number, be calculated and arranged in a tabular form, 
 such table is called a table of logarithms. The table annexed 
 shows the logarithms of all numbers between 1 and 10,000. 
 
 The first column, on the left of each page of the table, is the 
 column of numbers, and is designated by the letter N ; the deci- 
 mal part of the logarithms of these numbers is placed directly 
 opposite them, and on the same horizontal line. 
 
 The characteristic of the logarithm, or the part which stands 
 totheleftof the decimal point, is always known, being 1 less than 
 the places of integer figures in the given number, and there- 
 fore it is not written in the table of logarithms. ' Thus, for all 
 numbers between 1 and 10, the characteristic is 0: for num- 
 bers between 10 and 100 it is 1, between 100 and 1000 it is 
 2, &c. 
 
 ( 
 
\ 
 
 PLANE TRIGONOMETRY. 231 
 
 *- PROBLEM. 
 
 To find from the table the logarithm of any number, 
 
 CASE I. 
 
 Wlien the number is less than 100. 
 
 Look on the first page of the table of logarithms, along the 
 columns of numbers under N, until the number is found ; the 
 number directly opposite it, in the column designated Log., is 
 the logarithm sought. 
 
 CASE II. 
 IVhen the number is greater than 100, and less than 10,000, 
 
 Find, in the column of numbers, the three first figures of the 
 given number. Then, pass across the page, in a horizontal 
 line, into the columns marked 0, 1,2, 3, 4, &c., until you come 
 to the column which is designated by the fourth figure of the 
 given number : to the four figures so found, tw^o figures taken 
 from the cohimn marked 0, are to be prefixed. If the four 
 figures found, stand opposite to a row of six figures in the column 
 marked 0, the two figures from this column, which are to be 
 prefixed to the four before found, are the first two on the left 
 hand ; but, if the four figures stand opposite a line of only four 
 figures, you are then to ascend the column, till you come to the 
 line of six figures : the two figures at the left hand are to be 
 prefixed, and then the decimal part of the logarithm is obtained. 
 To this, the characteristic of the logarithm is to be prefixed, 
 which is always one less than the places of integer figures in 
 the given number. Thus, the logarithm of 1 122 is 3.049993. 
 
 In several of the columns, designated 0, 1, 2, 3, &c., small 
 dots are found. Where this occurs, a cipher must be written 
 for each of these dots, and the two figures which are to be prer 
 fixed, from the first column, are then found in the horizontal 
 line directly below. Thus, the log. of 2188 is 3.340047, the two 
 dots being changed into two ciphers, and the 34 from the 
 column 0, prefixed. The two figures from the colum 0, must 
 also be taken from the line below, if any dots shall have been 
 passed over, in passing along the horizontal line : thus, the loga- 
 rithm of 3098 is 3.491081, the 49 from the column being 
 taken from the line 310. 
 
232 PLANE TRIGONOMETRY. 
 
 CASE III. 
 
 When the number exceeds 10,000, or consists of five or mort 
 places of figures. 
 
 Consider all the figures after the fourth from the left hand, 
 as ciphers. Find, from the table, the logarithm of the first four 
 places, and prefix a characteristic which shall be one less than 
 the number of places including the ciphers. Take from the last 
 column on the right of the page, marked D, the number on the 
 same horizontal line with the logarithm, and multiply this num- 
 ber by the numbers that have been considered as ciphers : 
 then, cut off from the right hand as many places for decimals 
 as there are figures in the multiplier, and add the product, so 
 obtained, to the first logarithm : this sum will be the logarithm 
 sought. 
 
 Let it be required to find the logarithm of 672887. The log. 
 of 672800 is found, on the 1 1th page of the table, to be 5.827886, 
 after prefixing the characteristic 5. The corresponding num- 
 ber in the column D is 65, which being multiplied by 87, the 
 figures regarded as ciphers, gives 5655 ; then, pointing ofif two 
 places for decimals, the number to be added is 56.55. This 
 number being added to 5.827886, gives 5.827942 for the loga- 
 rithm of 672887 ; the decimal part .55, being omitted. 
 
 This method of finding the logarithms of numbers, from the 
 table, supposes that the logarithms are proportional to their 
 respective numbers, which is not rigorously true. In the exam- 
 ple, the logarithm of 672800 is 5.827886 ; the logarithm of 
 672900, a number greater by 100, 5.827951 : the difference of 
 the logarithms is 65. Now, as 100, the diiference of the numbers, 
 IS to 65, the diflference of their logarithms, so is 87, the diffe- 
 rence between the given number and the least of the numbers 
 used, to the difference of their logarithms, which is 56.55 : this 
 diflference being added to 5.827886, the logarithm of the less 
 number, gives 5.827942 for the logarithm of 672887. The use 
 of the column of differences is therefore manifest. 
 
 When, however, the decimal part which is to be omitted ex- 
 ceeds .5, we come nearer to the true result by increasing the 
 next figure to the left by 1 ; and this will be done in all the 
 calculations which follow. Thus, the difference to be added, 
 was nearer 57 than 56 ; hence it would have been more exact 
 to have added the former juimber. 
 
 The logarithm of a vulgar fraction is equal to the loga- 
 rithm of the numerator, minus the logarithm of the denom- 
 
 I 
 
PLANE TRIGONOMETRY. 233 
 
 inator. The logarithm of a decimal fraction is found, hy ccn-X 
 sidering it as a whole numher, and then prefixing to the decimal \ 
 part of its logarithm, a negative characteristic, greater hy unity ' 
 than the number of ciphers between the decimal point and the first 
 significant place of figures. Thus, the logarithm of .0412. is 
 2^614897. • 
 
 PROBLEM. 
 To find from the table, a number answering to a given logarithm, 
 
 XXXII Search, in the column of logarithms, for the decimal 
 part of the given logarithm, and if it be exactly found, set down 
 the corresponding number. Then, if the characteristic of the 
 given logarithm be positive, point otf, from the left of the number 
 found, one place more for whole numbers than there are units 
 in the characteristic of the given logarithm, and treat the other 
 places as decimals ; this will give the number sought. 
 
 If the characteristic of the given logarithm be 0, there will 
 be one place of whole numbers ; if it be — 1, the number will 
 be entirely decimal ; if it be — 2, there will be one cipher be- 
 tween the decimal point and the first significant figure ; if it be 
 — 3, there will be two, &c. The number whose logarithm is 
 1.492481 is found in page 5, and is 31.08. 
 
 But if the decimal part of the logarithm cannot be exactly 
 found in the table, take the number answering to the nearest 
 less logarithm ; take also from the table the corresponding dif- 
 ference in the column D ; then, subtract this less logarithm from 
 the given logarithm ; and having annexed a sufficient number 
 of ciphers to the remainder, divide it by the difference taken 
 from the column D, and annex the quotient to the number an- 
 swering to the less logarithm : this gives the required number, 
 nearly. This rule, like the one for finding the logarithm of a 
 number when the places exceed four, supposes the numbers to 
 be proportional to their corresponding logarithms. 
 
 Ex. I. Find the number answering to the logarithm 1.532708- 
 Here, 
 
 The given logarithm, is ... 1.532708 
 
 Next less logarithm of 34,09, is - - 1.532627 
 
 Their difference is - _ . . ~l gj" 
 
 And the tabular difference is 128 : hence 
 128) 81.00 (63 
 which being annexed to 34,09, gives 34.0963 for the number 
 answering to the logarithm 1.532708. 
 
234 , . PLANE TRIGOKOMETRY, 
 
 ^ Ex. 2. Required the ^number answering to the logarithnj 
 
 3.233568. 
 
 The given logarithm is 3.233568 
 
 The next less tabular logarithm of 1712, is 3.233504 
 
 Diff.= 64 
 
 Tab. Difr. = 253) €A.OO- (25 
 Hence the number sought is 1712.25, marking four places 
 of integers for the characteristic 3. 
 
 TABLE OF LOGARITHMIC SINES. 
 
 XXXIII. In this table are arranged the logarithms of the 
 numerical values of the sines, cosines, tangents, and cotangents, 
 of all the arcs or angles of the quadrant, divided to minutes, 
 and calculated for a radius of 10,000,000,000. The logarithm 
 of this radius is 10. In the first and last horizontal line, of each 
 page, are written the degrees wiiose logarithmic sines, &:c. are 
 expressed on the page. The vertical columns on the left and 
 right, are columns of minutes. 
 
 CASE L 
 
 To findy in the table, the logarithmic sine, cosine, tangent, or co- 
 tangent of any given arc or angle. 
 
 1. If the angle be less than 45*^, look in the first horizontal 
 Ime of the difterent pages, until the number of degrees be 
 found ; then descend along the column of minutes, on the left 
 of the page, till you reach the number showing the minutes ; 
 then pass along the horizontal line till you come into the column 
 designated, sine, cosine, tangent, or cotangent, as the case may 
 be : the number so indicated, is the logarithm sought. Thus, the 
 sine, cosine, tangent, and cotangent of 19"" 55', are found on 
 page 37, opposite 55, and are, respectively, 9.532312, 9.973215, 
 9.559097, 10.440903. 
 
 2. If the angle be greater than 45°, search along the bottom 
 fine of the different pages, till the number of degrees arc found ; 
 then ascend along the column of minutes, on the right hand 
 side of the page, till you reach the number expressing the mi- 
 nutes ; then pass along the horizontal line into the columns 
 designated tang., cotang., sine, cosine, as the case may be ; the 
 number so pointed out is the logarithm required. 
 
PLANE TRIGONOMETRY. 235 
 
 It will be seen, that the column designated sine at the top of 
 the page, is designated cosine at the bottom ; the one desig- 
 nated tang., by cotang., and the one designated cotang., by 
 tang. 
 
 The angle found by taking the degrees at the top of the page, 
 and the minutes from the first vertical column on the left, is the 
 complement of the angle, found by taking the corresponding 
 degrees at the* bottom of the page, and the minutes tiaced up 
 in the right hand column to the same horizontal line. This 
 being apparent, the reason is manifest, why the columns desig- 
 nated sine, cosine, tang., and cotang., when the degrees are 
 pointed out at the top of the page, and the minutes countec* 
 downwards, ought to be changed, respectively, into cosine, sine, 
 cotang., and tang., when the degrees are shown at the bottom 
 of the page, and the minutes counted upwards. 
 
 it' the angle be greater than 90^, we have only to subtract it 
 from 180^, and take the sine, cosine, tangent, or cotangent of 
 the remainder. 
 
 The secants and cosecants are omitted in the table, being 
 easily found from the cosines and sines. 
 
 R2 . 
 
 For, sec. = ; or, taking the logarithms, log. sec.=2 
 
 COS. 
 
 log. R — log. COS.— 20 — log. COS. ; that is, the logarithmic secant 
 is found by substracLing the logarithmic cosine from 20. And 
 
 R^ 
 
 cosec. — , or log. cosec.=2 log. R — log. sine = 20 — log. 
 
 sine 
 
 sine ; that is, the logarithmic cosecant is found by subtracting the 
 
 logarithmic sine from 20. 
 
 It has been shown that R-rrtang. x cotang. ; therefore, 2 log. 
 Rr=:log. tang. + log. cotang.; or 20=r:log. tang. + log. cotang. 
 
 The column of the table, next to the column of sines, and 
 on the right of it, is designated by the letter D. This column 
 is calculated in the following manner. Opening the table at 
 any page, as 42, the sine of 24° is found to be 9.609313 ; of 
 24^ 1', 9.609597 : their difference is 284 ; this being divided by 
 60, the number of seconds in a minute, gives 4.73, which is 
 entered in the column I), omitting the decimal point. Now, 
 supposing the increase of the logarithmic sine to be propor- 
 tional to the increase of the arc, and it is nearly so for 60", it 
 follows, that 473 (the last two places being regarded as deci- 
 mals) is the increase of the sine for 1". Similarly, if the arc 
 be 24° 20', the increase of the sine for 1", is 465, the last two 
 places being decimals. The same remarks are equally appli- 
 cable in respect of the column D, after the column cosine, and 
 of the column D, between the tangents and cotangents. The 
 column D, between the tangents and cotangents, answers 
 
23(5 PLANE TRIGONOMETRY. 
 
 to either of these columns ; since of the same arc, the log 
 tang. -f log. cotangiz:20. Therefore, having two arcs, a and h, 
 log. tang 6 + log. cotang fe^log. tang fl + log. cotang a; or, 
 log. tang h — log. tang «r=log. cotang a — log. cotang h. 
 
 Now, if it were required to find the logarithmic sine of an 
 arc expressed in degrees, minutes, and seconds, we have only 
 to find the degrees and minutes as before ; then multiply the 
 corresponding tabular number by the seconds, cut off two places 
 to the right hand for decimals, and then add the product to the 
 number first found, for the sine of the given arc. Thus, if we 
 wish the sine of 40° 26' 28". 
 
 The sine 40° 26' - - - - 9.811952 
 
 Tabular difference =:= 247 
 
 Number of seconds m 28 
 
 Product=:69.16, to beadded = 69.16 
 
 Gives for the sine of 40° 26' 28" =9.812021.16 
 
 The tangent of an arc, in ,which there are seconds, is found 
 in a manner entirely similar. In regard to the cosine and co- 
 tangent, it must be remembered, that they increase while the 
 arcs decrease, and decrease while the arcs are increased, con- 
 sequently, the proportional numbers found for the seconds must 
 be subtracted, not added. 
 
 Ex, To find the cosine 3° 40' 40". 
 
 Cosine 3° 40' 9.999110 
 
 Tabular diflference i= 13 
 
 Number of seconds = 40 
 
 Product m 5.20, which being subtracted =: 5.20 
 Gives for the cosine of 3° 40' 40" 9.999104.80 
 
 CASE II. 
 
 To find the degrees, minutes, and seconds answering to any given 
 logarithmic sine, cosine, tangent, or cotangent. 
 
 Search in the table, and in the proper column, until the num- 
 ber be found ; the degrees are shown either at the top or bot- 
 tom of the page, and the minutes in the side columns, either at 
 the left or right. But if the number cannot be exactly found in 
 the table, take the degrees and minutes answering to the nearest 
 less logarithm, the logarithm itself, and also the corresponding 
 tabular difference. Subtract the logarithm taken, from the 
 
PLANE TRIGONOMETRY. 237 
 
 given logarithm, annex two ciphers, and then divide the re- 
 mainder by the tabular difference : the quotient is seconds, and 
 is to be connected with the degrees and minutes before found ; 
 to be added for the sine and tangent, and subtracted for the 
 cosine and cotangent. 
 
 Ex, 1. To find the arc answering to the sine 9.880054 
 Sine 49° 20', next less in the table, , 9.879963 
 
 Tab. DilF. 181)9100(50" 
 
 Hence the arc 49° 20' 50" corresponds to. the given sine 
 9.880054. 
 
 Ex. 2. To find the arc corresponding to cotang. 10.008688. 
 
 Cotang 44° 26', next less in the table 10.008591 
 
 Tab. Diff: 421)9700(23" 
 
 Hence, 44°26'— 23"=44°25'37" is the arc corresponding 
 to the given cotangent 10.008688. 
 
 i 
 
 PRINCIPLES FOR THE SOLUTION OF RECTILINEAL TRI- 
 ANGLES. 
 
 THEOREM L 
 
 In every right angled triangle, radius is to the sine of either 
 of the acute angles, as the hypothenuse to the opposite side : 
 and radius is to the cosine of either of the acute angles, as 
 the hypothenuse to the adjacent side. 
 
 Let ABC be the proposed tri- 
 angle, right-angled at A : from 
 the point C as a centre, with a 
 radius CD equal to the radius of 
 the tables, describe the arc DE, 
 which will measure tiie angle C ; 
 on CD let fall the perpendicular 
 EF, which will be the sine of the 
 angle C, and CF will be its co- 
 sine. The triangles CBA, CEF, are similar, and give the pro- 
 portion, 
 
 CE : EF : : CB : BA : hence 
 
 R : sin C : : BC : BA. 
 
238 
 
 PLANE TRIGONOMETRY 
 
 But we also have, 
 
 CE : CF : 
 R : cos C : 
 
 Cor. 
 
 CB 
 CB 
 
 CA : hence 
 CA. 
 
 If the radius R=l, we shall have, 
 
 AB = CB sin C, and CA=CB cos C. 
 
 Hence, in every right angled triangle, the perpendicular is equal 
 to the hypothenuse multiplied by the sine of the angle at the base ; 
 and the base is equal to the hypothenuse multiplied by the cosine 
 of the angle at th,e base ; the radius being equal to unity. 
 
 THEOREM II. 
 
 In every right angled triangle, radius is to the tangent of ei- 
 ther of the acute angles, as the side adjacent to the side op- 
 posite. 
 
 Let CAB be the proposed tri- 
 angle. 
 
 With any radius, as CD, de- 
 scribe the arc DE, and draw the 
 tangent DG. 
 
 From the similar triangles 
 CDG, CAB, we shall have, 
 
 CD : DG : : CA : AB : hence, 
 R : tang C : : CA : AB. 
 
 Cor.l. If the radius R=l, 
 
 AB=CAtangC. 
 Hence, the perpendicular of a right angled triangle is equal to 
 the base multiplied by the tangent of the angle at the base, the 
 radius being unity. 
 
 Cor. 2. Since the tangent of an arc is equal to the cotangent 
 of its complement (Art. VI.), the cotangent of B may be sub- 
 stituted in the proportion for tang C, which will give 
 R : cot B : : CA : AB. 
 
 THEOREM III. 
 
 In every rectilineal triangle, the sines of the angles are to each 
 other as the opposite sides. 
 
PLANE TRIGONOMETRY. 
 
 239 
 
 Let ABC be the proposed triangle ; AD 
 the pcrpcnciicula^ let fall from the vertex A 
 on the opposite side BC : there may be two 
 cases. 
 
 First. If the perpendicular falls within -o 
 the triangle ABC, the right-angled triangles 
 ABD, ACD, will give, 
 
 R : sin B : : AB : AD. 
 R : sin C : : AC : AD. 
 
 In these two propositions, the extremes are equal ; hence, 
 sin C : sin E : : AB : AC. 
 
 Secondly. If the perpendicular falls 
 without the triangle ABC, the right- 
 angled triangles ABD, ACD, will still 
 give the proportions, 
 
 R : sin ABD : : AB : AD, 
 R:sinC ;:AC:AD; 
 
 Trom which we derive 
 
 sin C : sin ABD 
 
 But the angle ABD is the supplement of ABC, or B ; hence 
 sin ABD = sin B ; hence we still have 
 
 sinC:sinB;:AB:AC. 
 
 AB : AC. 
 
 THEOREM IV. 
 
 In every rectilineal triangle, the cosine of either of the angles is 
 equal to radius multiplied by the sum of the squares of the sides 
 adjacent to the angle, minus the square of the side opposite, 
 divided by twice the rectangle of the adjacent sides. 
 
 Let ABC be a triangle : then will 
 
 AB^+BC2— AC2 
 
 cos B=R- 
 
 2ABxBC. 
 
 First. If the perpendicular falls within 
 
 ,'the triangle, we shall have AC^^rAB^H- 
 
 BC2— 2BCxBD(Book IV. Prop. XII.); B 
 
 . T3^, AB^+BC^— AC2 ^ , . ^ . ^ , , . , 
 I hence BD=: —.^^^ . But m the right-angled triangle 
 
 jABD, we have 
 
 2BC 
 
 R : cos B : : AB : BD ; 
 
^40 PLANE TRIGONOMETRY. 
 
 hence, cos B— ^p , or by substituting the value of BD, 
 AB2+BC2_AC2 
 
 cos B— R X 
 
 2AB X BC 
 
 Secondly. If the perpendicular falls 
 without the triangle, we shall have 
 AC2z=:AB2+BCH2BCxBD; hence 
 p^ AC^—AB^— BC2 
 
 ^^== 2BC 
 
 But in the right-angled triangle BAD, 
 
 RxBD D B C 
 
 we still have cos ABD=:— -^g- ; and the angle ABD being 
 
 supplemental to ABC, or B, we have 
 
 cosB=-cosABD=-?-f|^. 
 
 AB 
 
 hence by substituting the value of BD, we shall again have 
 
 P „ AB2+BC2— AC2 
 
 ""^^=^><— 2AB^BG-- 
 
 Scholium. Let A, B, C, be the three angles of any triangle ; 
 a, h, c, the sides respectively opposite them : by the theorem, 
 
 we shall have cos B=R x — ^ . And the same principle, 
 
 when applied to each of the other two angles, will, in like man- 
 
 ner give cos A=R x — kt , anc cos C=R x — tt-t — . 
 
 *= 26c 2ab 
 
 Eithei- of these formulas may readily be reduced to one in which 
 
 the computation can be made by logarithms. 
 
 Recurring to the formula R'-^ — R cos A=2sin^ ^A (Art. 
 
 XXIII.), or 2sin^^A=R~ — RcosA, and substituting for cosA, 
 
 we shall have 
 
 2sin^^ArrR^-^R^x \^^ 
 
 Wx2bc--n\h^+c^-^') a^^b''-^c^+2bc 
 
 2bc — R X 2^^ 
 
 ^ R.xf!:^)Wx (^^=4M£l±). , Hence 
 2oc 2bc 
 
 ^ 46c ^ 
 
 For the sake of brevity, put 
 
 J (a + /; + c) =/?, or a + 6 + c =2p ; we have a + h — c=2p — 2c, 
 a-\-c — 6=2p — 2h ; hence 
 
 a.nJA=RV(i^=^^)). 
 
PLANE TRIGONOMETRY. '''"'^'^241 
 
 THEOREM V. 
 
 In every rectilineal triangle, the sum of two sides is to their diffe- 
 rence as the tangent of half the sum of the angles opposite those 
 sides, to the tangent of half their difference. 
 
 For. AB : BC : : sin C : sin A (Theo- 
 rem III.). Hence, AB + BC : AB— BC 
 ; : sin C -t-sin A : sin C — sin A. But 
 
 . ^ . . . ^ . . C + A 
 
 sinC + sinA: sinC — sin A : : tang—— — : 
 
 tang — ^r— (Art. XXIV.) ; hence, 
 
 AB+BC : AB— BC : : tang ^±^ : tang "IZH^, which is 
 
 fi <« 
 
 the property we had to demonstrate. 
 
 With the aid of these five theorems we can solve all the 
 
 cases of rectilineal trigonometry. 
 
 Scholium. The required part should always he found from 
 the given parts ; so that if an error is made in any part of the 
 work, it may not affect the correctness of that which follows. 
 
 SOLUTION OF RECTILINEAL TRIANGLES BY MEANS OF 
 LOGARITHMS. 
 
 It has already been remarked, that in order to abridge the 
 calculations which are necessary to find the unknown parts of 
 a triangle, we use the logarithms of the parts instead of the 
 parts themselves. 
 
 Since /the addition of logarithms answers to the mqltiphca- 
 tion of tneir corresponding numbers, and their subtraction to 
 the division of their number^; it follows, that the logarithm of 
 the fourth term of a proportion will be equal to the sum of 
 the logarithms of the second and third terms, diminished by 
 the logarithm of the first term. 
 
 Instead, however, of subtracting the logarithm of the first 
 term from the sum of the logarithms of the second and third 
 terms, it is more convenient to use the arithmetical complement 
 of the first term. 
 
 /The arithmetical complement of a logarithm is the number 
 which remains after subtracting the logarithm from 10. J Thus 
 10 — 9.274687 = 0.725313: hence, 0.725313 is the arithmetical 
 complement of 9.274687. X 
 
242 PLANE TRIGONOMLrUY. 
 
 It is now to be shown that, the difference hcfvhen rvo V/'if 
 r'lthms is truly founds hij adding to the first logarxihm ih-° ^'rith- 
 meticdl complement of the logarithm to he subtracledi end dimin- 
 ishing their sum by 10. 
 
 Let a =z the first logarithm. 
 
 b = the logarithm to be subtracted. 
 
 c = 10 — b=xhe arithmetical complement of 6, 
 
 Now, the difference between the two logarithms will be 
 expressed by a — b. But from the equation c=10 — b, we have 
 c — 10= — b : hence if we substitute for ^-b its value, we shall 
 have 
 
 a — b=a-{-c — 10, 
 
 which agrees with the enunciation. 
 
 / When we wish the arithmetical complement of a logarithm, 
 /we may write it directly from the tables, by subtracting the 
 / left hand figure from 9, then proceeding to the right, subtract 
 f each figure from 9, till we reach the last significant figure, which 
 \ must be taken from 10 : this will be the same as taking the 
 
 logarithm from 10. 
 
 Ex. From 3.274107 take 2.104729. 
 
 Common method. By ar.-comp. 
 
 3.274107 3.274107 
 
 2.104729 ar.-comp. 7.895271 
 
 Diff. 1.169378 sum 1.169378 after re- 
 
 jecting the 10. 
 
 We therefore have, for all the proportions of trigonometry, 
 tlie following 
 
 RULE. 
 
 Add together the arithmetical complement of the logarithm of the 
 the first term, the logarithm of the second term, and the loga- 
 rithm of the third term, and their sum after rejecting 10, will 
 he the logarithm of the fourth term.. And if any expression 
 occurs in which the arithmeticcd com,plement is twice used, 20 
 must be rejected fivm the sum. 
 
i 
 
 c 
 
 PLANE TRIGONOMETRY. 243 
 
 SOLUTION OF RIGHT ANGLED TRIANGLES. 
 
 Let A be the right angle of the proposed 
 right angled triangle, B and C the other two 
 angles ; let a be the hypothenuse, b the side 
 opposite the angle B, c the side opposite the 
 angle C. Here we must consider that the ^ 
 two angles C and B are complements of each other ; and that 
 consequently, according to the different cases, we are entitled 
 to assume sin C^=cos B, sin B=cos C, and likewise tang B= 
 coi C, tang C= cot B. This being fixed, the unknown parts 
 of a right angled triangle may be found by the first two theo- 
 rems; or if two of the sides are given, by means of the pro- 
 perty, that the square of the hypothenuse is equal to the sum 
 of the squares of the other two sides. 
 
 EXAMPLES. '^ 
 
 Ex. 1. In the right angled triangle BCA, there are given t!:e 
 hypothenuse (2=250, and the side 6=240 ; required the other 
 parts. 
 
 R : sin B : : a : 6 (Theorem L). 
 or, « : 6 : : R : sin B. 
 
 • When logarithms are used, it is most convenient to write tlie 
 proportion thus. 
 
 As hyp. a - 250 ' - ar.-comp. log. - 7.602060 
 
 To side/; - 240 2.380211 
 
 So is R 10.000000 
 
 To sin B - 73° 44' 23" (after rejecting 10) 9.982271 
 
 But the angle C=90°— B=90^— 73° 44'23"=16° 15' 37" 
 or, C might be found by the proportion, 
 
 As hyp. a - 250 - ar.-comp. log. - 7.002060 
 
 To side /? - 240 - - 2.380211 
 
 So is R - - lO.OOOOGO 
 
 To cos C - 16° 15' 37" 9.982271 
 
 To find the side c, we say, 
 
 As R - - ar. comp. log. - 0.000000 
 
 To tang. C 16° 15' 37" - - - - 9.464889 
 
 So is side 6 240 ; - - - 2.380211 
 
 To side c 70.0003 - - - 1.845100 
 
214 PLANE TRIGONOMETRY. 
 
 Or the side c might be found from the equation 
 
 For, c^=a^—h''={a-\-h)x{a—b): 
 
 hence, 2log. c=log. (a+t) + log. (a — ^, or 
 
 log. c=Jlog. {a-\~h) ^l\og. (a-^b) 
 a4-5=250 + 240=490 log. 2.690196 
 a— &=250— 240=10 - - 1.000000 
 
 2 ) 3.690196 
 Log. c 70 ---..- - 1.845098 
 
 Ex. 2. In the right angled triangle BCA, there are given, 
 side 6=384 yards, and the angle B=53° 8' : required the other 
 parts. 
 
 To find the third side c. 
 R : tang B : : c : b (Theorem II.) 
 or, tangB : R : : h : c. Hence, 
 
 As tang B 53° 8' ar.-comp. log. 9.875010 
 
 is to R ... - - 10.000000 
 
 So is side b 384 - - - - . 2.584331 
 
 To side c 287.965 - - - - "2^459341 
 
 Note. When the logarithm whose arithmetical complement 
 is to be used, exceeds 10, take the arithmetical complement 
 with reference to 20 and reject 20 from the sum. 
 
 To find the hypothenuse a. 
 R : sin B : : a : 6 (Theorem I.). Hence, 
 
 As sin B 53° 8' ar. comp. log. 0.096892 
 
 Is to R - - - - - 10.000000 
 
 So is side 6.384 - - - - 2.584331 
 
 To hyp. a 479.98 - - - 2.681223 
 
 Ex. 3. In the right angled triangle BAG, there are given, 
 side c=195, angle B=47° 55', 
 required the other parts. 
 
 Ans. Angle G=42° 05', a==290.953^ 6=215.937. 
 
 SOLUTION OF RECTILINEAL TRIANGLES IN GENERAL. 
 
 Let A, B, G be the three angles of a proposed rectilineal tri- 
 angle ; ff, 6, c, the sides which are respectively opposite them ; 
 the different problems which may occur in determining three of 
 these quantities by means of the other three, will all be redu- 
 cible to the four following cases. 
 
TLANE TRIGONOMETRY. 245 
 
 CASE I. 
 
 Given a side and two angles of a triangle, to find the remaining 
 
 parts. 
 
 First, subtract the sum of the two angles from two right an- 
 gles, the remainder will be the third angle. The remaining 
 sides can then be found, by Theorem 111. 
 
 I. In the triangle ABC, there are given the angle A =58° 07', 
 the angle B = 22° 37', and the side 07= 408 yards: required ih^ 
 remaining angle and the two other sides. 
 
 To the angle A =58° OT 
 
 Add the angle B - ... - =22° 37' 
 
 Their sum - - - - - - =80° 44' 
 
 taken from 180° leaves the angle C - =99° 10'. 
 
 This angle being greater than 90° its sine is found by taking 
 that of its supplement 80° 44'. 
 
 
 To find the side a. 
 
 
 
 As sine C 
 Is to sine A 
 So is side c 
 
 99° 16' 
 
 58° 07' 
 408 - 
 
 ar.-comp. 
 
 log. 
 
 0.005705 
 9.928972 
 2.610660 
 
 So side a 
 
 351.024 
 
 - 
 
 - 
 
 2.545337 
 
 
 To find the side h. 
 
 
 
 As sine C 
 Is to sine B 
 So is side c 
 To side h 
 
 99° 16' 
 22° 37' 
 408 - 
 158.976 
 
 ar.-comp. 
 
 log. 
 
 0.005705 
 9.584968 
 2.610660 
 2.201333 
 
 2. In a triangle ABC, there are given the angle A = 38° 25' 
 B = 57° 42', and the side c=400 : required the remaining 
 parts. 
 
 Ans, Angle C=83° 53', side a=249.974, side &=340.04. 
 
 CASE II. Y 
 
 Given two sides of a triangle, and an angle opposite one of them, 
 to find the third side and the two remaining angles, 
 
 X* 
 
246 
 
 PLANE TRIGONOMETRY. 
 
 1 . In the triangle ABC, there 
 are given side AC = 21 6, BC=: 
 117, and the angle A =22° 37', 
 to find the remaining parts. 
 
 Describe the triangles ACB, 
 ACB', as in Prob. XI. Book III. 
 
 Then find the angle B by- 
 Theorem III. 
 
 As sideB'C or BC 117 
 Isioside AC 216 
 
 So is sine A 22° 37' 
 
 To sine B' 45° 13' 55" or ABC 134° 46' 05" 
 
 Add to each A 22° 37' 00 " 22° 37' 00' ^ 
 
 Take their sum 67" 50 5'5 " ' 157° 23' 05" 
 
 From 180° 00' 00" 180° 00' 00" 
 
 Rem. ACB' 112° 0905" ACB=22° 36' 55" 
 
 ar.-comp. log. 
 
 7.931814 
 2.334454 
 9.584968 
 9.851236 
 
 To find the side AB or AB'. 
 
 As sine A 22° 37' ar.-comp. 
 
 Is to sine ACB' 112° 09' 05" - 
 So is side B'C 117 - 
 
 To side AB' 281.785 
 
 log. 
 
 0.415032 
 9.966700 
 2.068186 
 2.449918 
 
 The ambiguity in this, and similar examples, arises in con- 
 sequence of the first proportion being true for both the trian- 
 gles ACB, ACB'. As long as the two triangles exist, the am- 
 biguity will continue. But if the side CB, opposite the given 
 angle, be greater than AC, the arc BB' will cut the line ABB', 
 on the same side of the point A, but in one point, and then 
 there will be but one triangle answering the conditions. 
 
 If the side CB be equal to the perpendicular Crf, the arc 
 BB' wil,l be tangent to ABB', and in this case also, there will 
 be but one triangle. When CB is less than the perpendicular 
 Cd, the arc BB' will not intersect the base ABB', and in that 
 case there will be no triangle, or the conditions are impossible. 
 
 2. Given two sides of a triangle 50 and 40 respectively, and 
 the angle opposite the latter equal to 32° : required the remain- 
 ing parts of the triangle. 
 
 -4715. If the angle opposite the side 50 be acute, it is equal 
 to 41° 28' 59", the third angle is then equal to 106° 31' 01", and 
 the third side to 72.368. If the angle opposite the side 50 be 
 obtuse, it is equal to 138° 31' 01", the third angle to 9° 28' 59', 
 and the remaining side to 12.436. 
 
PLANE TRIGONOMETRY. 247 
 
 CASE III. 
 
 Given two sides of a triangle^ with their included angle, to find 
 the third side and the two remaining angles. 
 
 Let ABC be a triangle, B the given 
 angle, and c and a the given sides. 
 
 Knowing the angle B, we shall like- 
 wise know the sum of the other two an- 
 gles C + A=180°— B, and their half sum 
 
 J (C + A)=90— JB. We shall next A! b *C 
 
 compute the half difference of these two angles by the propor- 
 tion (Theorem V.), 
 
 c + a : c — a : : tang J (C + A) or cot J B : tang J (C — A,) 
 
 in which we consider c>a and consequently C>A. Having 
 found the half difference, by adding it to the half sum 
 ^ (C + A), we shall have the greater angle C ; and by subtract- 
 ing it from the half-sum, we shall have the smaller angle A. 
 For, C and A being any two quantities, we have always, 
 
 Crz:i(C + A)+^(C— A) 
 A::z:i(C+A)-J(C-A). 
 
 Knowing the angles C and A to find the third side h, we liave 
 the proportion. 
 
 sin A : sin B : : a : & 
 
 Ex. L In the triangle ABC, let a =450, c=:540, and the in- 
 cluded angle B=z: 80"^ : required the remaining parts. 
 
 c + a— 990,c— a = 90, 180"— B = 100°=C + A. 
 
 Asc + a 990 ar.-comp. log. 7.004365 
 
 Is toe— a 90 1.954243 
 
 So is tang J (C + A) 50° -. - - 1 0.076187 
 
 To tangi (C— A) 6° 11' - - - "9. 0;i4795 
 
 Hence, 50° + 6° ll' = 56° ll'^C; and 50^—6° ir=43'' 49' 
 =A. 
 
 To find the third side b. 
 
 As sine A 43" 49' ar.-comp. log. 0.159672 
 
 Is to sine ^80° 9.993351 
 
 So is side a 450 - - . - 2. 653213 
 
 To side b 640.082 - - - . 2r8"06236 
 Ex. 2. Given two sides of a plane triangle, 1686 and 960, 
 and their included angle 128° 04': required the other parts. 
 
 Ans. Angles, 33° 34' 39 ", 18° 21' 21", side 2400. 
 
248 PLANE TRIGONOMETRY. 
 
 CASE IV. 
 Given the three sides of a triangle, to find the angles. 
 We have from Theorem IV. the formula, 
 
 .in -J A=R^(li^(Z^ in which 
 p represents the half sum of the three sides. Hence, 
 sn.^A=w (P-'Y/-') , or 
 
 2 log. sin JA=2 log. R+log. (p — Z>)-l-log. (p — c) — log. c — 
 log. b, 
 
 Ex. 1. In a triangle ABC, let b=40, c=34, and a=25: 
 required the angles. 
 
 40 + 34 + 25 , ^ 
 
 Here jo= =^49.5, p — 0=9.5, and p — c=15.5. 
 
 2 Log. R - - - - - - 20.000000 
 
 log. ip—h) 9.5 - - - - - 0.977724 
 
 log. (p-^c) 15.5 - - - - - 1.190332 
 
 — log. c 34 ar.-comp. - - 8.468521 
 
 — log. h 40 ar.-comp. - - 8.S97940 
 
 2 log. sin J A 19.034517 
 
 log. sin J A 19° 12' 39'' - - - 9-517258 
 
 Angle A=38° 25' 18". 
 
 In a similar manner we find the angle B=83° 53' 18" and 
 the angle C=57° 41' 24". 
 
 Ex. 2. What are the angles of a plane triangle whose sides 
 are, a=60, ^=50, and c=40? 
 
 Ans. 41° 24' 34", 55° 46' 16" and 82° 49' 10". 
 
 APPLICATIONS. 
 
 Suppose the height of a building AB were tequired, the 
 foot of it being accessible. 
 
PLANE TRIGONOMETRY. 
 
 249 
 
 On the ground which we 
 suppose to be horizontal or very 
 nearly so, measure a base AD, 
 neither very great nor very 
 small in comparison with the 
 altitude AB ; then at D place 
 the foot of the circle, or what- 
 ever be the instrument, with 
 which we are to measure the 
 
 angle BCE formed by the hori- 
 
 zontal line CE parallel to AD, A I> 
 
 and by the visual ray direct it to the summit of the building. 
 Suppose we find AD or CErr67.84 yards, and the angle 
 BCE^=41" 04' : in order to find BE, we shall have to solve 
 the right angled triangle BCE, in which the angle C and the 
 adjacent side CE are known. 
 
 To find the side EB. 
 
 AsR 
 
 ar.-comp. 
 
 0.000000 
 
 Is to tang. C 41° 04' ". . . 9.940183 
 
 So is EC 67.84 1.831486 
 
 ToEB 
 
 59.111 1.771669 
 
 Hence, EB=59.111 yards. To EB add the height of the 
 instrument, which we will suppose to be 1.12 yards, we shall 
 then have the required height AB=60.231 yards. 
 
 If, in the same triangle BCE it were required to find the 
 hypothenuse, form the proportion 
 ' As cos C 41° 04' ar.-comp. - - log. 0.122660 
 
 Is to R : - - - 10.000000 
 
 So is CE 67.84 1.831486 
 
 ToCB 89.98 ---..-... 1.954146 
 
 Note, If only the summit B of the building or place whose 
 height is required were visible, we should determine the dis- 
 tance CE by the method shown in the following example ; 
 this distance and the given angle BCE are sufficient for solv- 
 ing the right angled triangle BCE, whose side, increased by 
 the height of the instrument, will be the height required. 
 
250 
 
 PLANE TRIGONOMETRY. 
 
 2. To find upon the ground 
 the distance of the point A 
 from an inaccessible object 
 B, we must measure a base 
 AD, and the two adjacent 
 angle? BAD, ADB. Sup- 
 pose we have found AD= 
 588.45 yards, BAD = 103° 
 55' 55", and BD A = 36° 04'; 
 we shall thence get the third 
 angle ABD=40° 05", and to 
 obtain AB, we shall form the 
 proportion 
 
 As sine ABD 40° 05" 
 Is to sin BDA 36° 04' 
 So is AD 588.45 
 
 To AB - - 538.943 
 
 ar.-comp. 
 
 log. 
 
 - 0.191920 
 
 - 9.709013 
 
 - 2.769710 
 
 2.731543 
 
 If for another inaccessible object C, we have found the an- 
 gles CAD=35° 15', ADC = 119° 32', we shall in like manner 
 find the distance AC = 1201.744 yards. 
 
 3. To find the distance between two inaccessible objects C 
 and C, we determine AB and AC as in the last example ; we 
 shall, at the same time, have the included angle BAC = BAD — 
 DAC. Suppose AB has been found equal to 538.818 yards, 
 AC = 1201.744 yards, and the angle BAC = 08° 40' 55"; to 
 get BC, we must resolve the triangle BAC, in which are known 
 two sides and the included angle. 
 
 AsAC + AB 1740.562 ar.-comp. log.- 6.759311 
 
 Is to AC— AB 662.926 2.821465 
 
 P -4- C 
 
 So is tang.— ^ . 55° 39' 32" - - - - -10.165449 
 
 To tang. 
 
 B- 
 
 2 
 -C 
 
 29° 08' 19" 9.74u225 
 
 Hence - - - - 
 But wc have - - 
 
 B— C 
 
 2 
 B + C 
 
 :29° OS' 19 
 
 = 55° 39' 32' 
 
 Hence - - -*- - - B =84° 47' 51" 
 and C =26° 31' 13" 
 
PLANE TRIGONOMETRY. 25J 
 
 Now, to find the distance BC make the proportion, 
 
 As sine B 84^ 47' 51" ar.-comp. - log. - 0.001793 
 
 Is to sine A 08'" 40' 55 ' 9.909218 
 
 So is AC 1201.744 - - 8.079811 
 
 To BC 1124.145 - - -. 3.050822 ^ 
 
 4. Wanting to know the distance between two inaccessible 
 objects which lie in a direct line from the bottom of a tower 
 of 120 feet in height, the angles of depression are measured, 
 and found to be, of the nearest, 57° ; of the most remote, 
 25^ 30' ; required the distance between them. 
 
 Ans. 173.G5G feet. 
 
 5. In order to find the distance between two trees, A and 
 B, which could not be directly measured because of a pool 
 which occupied the intermediate space, the distance of a third 
 poi'.it C from each, was measured, viz. CA=588 feet and CB 
 =072 feet, and also the contained angle ACB=55° 40': requi- 
 red the distance AB. 
 
 Ans. 592.907 feet. 
 
 6. Being on a horizontal plane, and wanting to ascertain 
 the height of a tower, standing on the top of an inaccessibje 
 hill, there were measured, the angle of elevation of the top of 
 the hill 40^ and of the top of the tower 51° : then measuring 
 in a direct line 180 feet farther from the hill, the angle of ele- 
 vation of the top of the tower was 33° 45' : required the height 
 of *he tower. 
 
 Ans. 83.9983 feet. 
 
 7. Wanting to know the horizontal distance between two 
 inaccessible objects A and B, and not finding any station from 
 which both of them could be seen, two points C and D, were 
 chosen, at a distance from each other equal to 200 yards, from 
 the former of which A could be seen, and from the latter B, 
 and at each of the points C and D a staff was set up. From 
 C a distance CF was measured, not in the direction DC, equal 
 to 200 yards, and from D, a distance DE equal to 200 yards, 
 and the following angles were taken, viz. AFC=83° ACF= 
 54° 31', ACD=:53° 30 , BDC=156° 25', BDE=54° 30', and 
 BED =88° 30' : required the distance AB. 
 
 Ans. 345.46 yards. 
 
 8. From a station P there can be seen three objects. A, B 
 and C, whose distances from each other are known, viz. AB= 
 800, AC=:600, and BC=400 yards. There are also measured 
 the horizontal angles, A?C = 33° 45', BPC=22° 30'. It is re- 
 quired, from these data, to determine the three distances PA» 
 PC and PB. 
 
 Ans. PA=710.193, PC=:1042.522, PB=934.291 yards. 
 
 > 
 
252 SPHERICxVL TRIGONOMETRY. 
 
 SPHERICAL TRIGONOMETRY. 
 
 I. It has already been shown that a spherical triangle is 
 formed by the arcs of three great circles intersecting each other 
 on the surface of a sphere, (Book IX. Def. 1). Hence, every 
 spherical triangle has six parts : the sides and three angles. 
 
 Spherical Trigonometry explains the methods of determin- 
 ing, by calculation, the unknown sides and angles of a spheri- 
 cal triangle wh-en any three of the six parts are given. 
 
 II. Any two parts of a spherical triangle are said to be of 
 the same species when they are both less or both greater than 
 90*^ ; and they are of different species when one is less and the 
 other greater than 90°. 
 
 III. Let ABC be a spherical JV 
 triangle, and O the centre of the /l\^\^ 
 sphere. Let the sides of the tri- / |\ ^"^^ 
 angle be designated by letters / || \ ^^^^^^ 
 cori-esponding to their opposite / lV\ \ ^ ^T^^^ 
 
 angles : that is, the side opposite B [ — rtrr^ ¥ — H"t^O 
 
 the angle A by a, the side oppo- \i-i/\ \ 4i ^y^ 
 
 site B by i, and the side opposite \ '<:t"- """"j'ii y^ 
 
 C by c. Then the angle COB \j\'-<\'ly^ 
 
 will be represented by a, the an- \\ y^ 
 
 gle CO A by h and the angle ^q 
 
 BOA by c. The angles of the 
 
 spherical triangle will be equal to the angles included between 
 
 the planes which determin.3 its sides (Book IX. Prop. VI.). 
 
 From any point A, of the edge OA, draw AD perpendicular 
 to the plane COB. From D draw DH perpendicular to OB, 
 and DK perpendicular to OC ; and draw AH and AK : the 
 last lines will be respectively perpendicular to OB and OC, 
 (Book VI. Prop. VI.) 
 
 The angle DH A will be equal to the angle B of the spheri- 
 cal triangle, and the angle DKA to the angle C. 
 
 The two right angled triangles OICA, ADK, will give the 
 proportions 
 
 R : sin AOK : : OA : AK, or, R x AKrr OA sin b. 
 R : sin AKD : : AK : AD, or, R x AD=AK sin C. 
 
 Hence, R^ x AD=AO sin h sin C, by substituting for AK its 
 value taken from the first equation. 
 
SPHERICAL TRIGONOMETRY. 253 
 
 In like manner the triangles AHO, ADH, right angled at 
 H and D, give 
 
 R : sin c : : AO : AH, or R x AH= AO sin c 
 R : sin B : : AH : AD, or R x ADr=:AH sin B. 
 Hence, R^ x AD= AO sin c sin B. 
 
 Equating this with the value of R^ x AD, before found, and di- 
 viding by AO, we have 
 
 . ^ • . T. sin C sin c 
 sm b sm C=:sin c sm B, or - — ^=-^ — r ( 1 ) 
 ' sin B sin 6 ^ ' 
 
 or, sin B : sin C : : sin 6 : sin c that is, 
 
 The sines of the angles of a spherical triangle are to each 
 other as t/ie sines of their opposite sides. 
 
 IV. From K draw KE perpendicular to OB, and from D draw 
 DF parallel to OB. Then will the angle DKF=:COB=a, 
 since each is the complement of the angle EKO. 
 
 In the right angled triangle OAH, we have 
 
 R : cos c : : OA : OH ; hence * 
 AO cos c=RxOH=RxOE+R.DF. 
 
 In the right-angled triangle OKE 
 
 R : cos a : : OK : OE, or Rx OE=OK cos a. 
 But in the right angled triangle OKA 
 
 R : cos 6 : : OA : OK, or, Rx OK=OA cos b, 
 
 vy TT TJ /^T^ r^ A COS « cos b 
 
 ^ Hence RxOE=OA. ^ 
 
 In the right-angled triangle KFD 
 
 R : sin « : KD : DF, or R X DF=KD sin a. 
 
 But in the right angled triangles OAK, ADK, we have 
 
 R : sin 6 : : OA : AK, or Rx AK=OA sin b 
 
 R : cos K : AK : KD, or R x KD- AK cos C 
 
 , T^Tx ^A sin b cos C 
 hence KD = ^ , and 
 
 OA sin a sin & cos C 
 K X Dr = j^2 : therefore * 
 
 OA cos « cos 6 AO sin a sin b cos C 
 OA cos c= ^ + =^2 1 ^ 
 
 R^ cos c— R cos a cos &+sin a sin b cos C. 
 Y 
 
254 SPHERICAL TRIGONOMETRY. 
 
 Similar equations may be deduced for each of the other 
 sides. Hence, generally, 
 
 R^ cos a=R cos b cos c+sin b sin c cos A. 
 R2 cos b=p, cos a cos c + sin a sin c cos B. 
 R^ cos c==R cos b cos a + sin b sin a cos C. 
 
 That is, radius square into the cosine of either side of a spheri- 
 cal triangle is equal to radius into the rectangle of the cosines of 
 the two other sides plus the rectangle of the sines of those sides 
 into the cosine of their included angle. 
 
 V. Each of the formulas designated (2) involves the three 
 sides of the triangle together with one of the angles. These 
 formulas are used to determine the angles when the three sides 
 are known. It is necessary, however, to put them under an- 
 other form to adapt them to logarithmic computation. 
 
 Taking the first equation, we have 
 
 R^ cos a — R cos b cos c 
 
 cos A=- 
 
 sin b sin c 
 
 Adding R to each member, we have 
 
 R2 cos a-f R sin b sin c — R cos 6 cos c 
 
 R+cos A: 
 
 sin b sin c 
 
 But, R + cos A^ p^^ (Art. XXIII.), and 
 
 ■R sin b sin c— R cos b cos c= — R^ cos (6 + c) (Art. XIX.) ; 
 - 2 cos^^A R2 (cos a — cos(6 + c)) 
 hence, g— = sin b sin c = 
 
 . ^^ sin| (a + Z> + c) sin^ (b^c-a) ^^^^^ 
 
 sm sm c ^ 
 
 Putting s = a + 5 + c, we shall have 
 
 i5=i(a+6+c) and is— a=J (&+c— a) : hence 
 
 cos i K=Yisy^^SMWSI^\ 
 
 ^ ▼ cm h cin r 
 
 sin b sin c 
 
 . ^ T» /^in i 
 »cos 
 
 
 sm a sm c 
 
 )■ (3-) 
 
 cos J C=R^— ^-^5^,-55^6 
 
SPHERICAL TRIGONOMETRY. 
 
 255 
 
 Had we subtracted each member of the first equation from 
 R, instead of adding, we should, by making similar reductions, 
 have found 
 
 sm 
 
 sm 
 
 sm 
 
 /sin ^(a + b — c) sin -|- (a + c — b) ^ 
 
 sin b sin c 
 
 / sin l(a + b — c) sin ^ (b + c — a) 
 2^I3=Kv sin a sine 
 
 n4.) 
 
 sin a sin 6 
 
 Putting s=a+6 + c,we shall have 
 
 ^s — a=^{b+c — a), ^ — 6=J {a+c — 6), and Js — c=^{a+b — c) 
 
 hence, 
 
 sin 1A=R. An ft^-^)^ina»-ft) 
 sin 6 sin c 
 
 sin ^R^R^/ sm (^s— c) sin ftg=^) 
 
 M5.) 
 
 sm a sm c 
 
 sin XCr=R. / sin (1^— ^) sin (^g— a) 
 ^ sin a sin 6 -^ 
 
 VI. We may deduce the value of the side of a triangle in 
 
 terms of the three angles by applying . equations (4.), to 
 
 ' the polar triangle. Thus, if a'; ft', c', A', B', CVrepresent the 
 
 I sides and angles of the polar triangle, we shall have 
 A==180°— ff', B = 180°— &', C=180°— c' ; 
 a= 180°— A', Z>= 180°— B', and c= 180°— C 
 
 (Book IX. Prop. VII.) : hence, omitting the ', since the equa- 
 tions are applicable to any triangle, we shall have 
 
 cos 
 
 l.^R^ A"^ h (A + B-C) cos i (A + C-B) ^ 
 sin B sin C 
 
 cos 1 h=R^ Ao^ i (A + B-C) cos I (B + C-A) 
 
 sin A sin C 
 
 cos I c==R^/' cos i (A+C— B) cos j (B + C— A) 
 
 pin A sin B. 
 
 (6.) 
 
256 
 
 SPHERICAL TRIGONOMETRY. 
 
 Putting S=A + B + C, we shall have 
 
 JS— A=|(C + B--A), JS— B=:J(A+C— B) and 
 ^S— C=i(A+B--C), hence 
 
 cosi 
 
 sin B sin C 
 
 cos U=R^ A'^^ gS— C) cos qS— A) 
 sin A sin C 
 
 cos 
 
 ,^^^^^^ /cos gS-B) cos (xS 
 
 -A) 
 
 sin A sin B 
 
 HI-) 
 
 VII. If we apply equations (2.) to the polar triangle, we 
 shall have 
 
 — R2 cos A'=R cos B' cos C — sin B' sin C cos a\ 
 
 Or, omitting the ', since the equation is applicable to any tri- 
 angle, we have the three symmetrical equations, 
 
 R^.cos A=sin B sin C cos a — R cos B cos C \ 
 R^.cos B=sin A sin C cos b — R cos A cos C > (8.) 
 R^.cos C=sin A sin B cos c — R cos A cos B / 
 
 That is, radius square into the cosine of either angle of a sphe- 
 rical triangle, is equal to the rectangle of the sines of the two other 
 angles into the cosine of their included side, minus radius into the 
 rectangle of their cosines. 
 
 VIII. All the formulas necessary for the solution of spheri- 
 cal triangles, may be deduced from equations marked (2.). If 
 we substitute for cos b in the third equation, its value taken 
 from the second, and substitute for cos^ a its value R^ — sin^ a, 
 and then divide by the common factor R.sin a, we shall have 
 
 R.COS c sin flnsin c cos a cos B + R.sin b cos C. 
 
 T, ' ,. /, X . . , sin B sin c 
 But equation (1.) gives sin 6= -. — — — ; 
 
 hence, by substitution, 
 
 R cos c sin a=sin c cos a cos B + R. 
 
 Dividing by sin c, we have 
 
 n cose . T> , T> 
 
 R -; — sm a=cos a cos B + R 
 sin c 
 
 sin B cos C sin c 
 sin C 
 
 sin B cos C 
 
 sin C 
 
( 
 
 SPHERICAL TRIGONOMETRY. 257 
 
 But, ^J-^ (Art. XVII.). 
 Sin It 
 
 Tlierefore, cot c sin a=cos a cos B + cot C sin U. 
 
 Hence, we may write the three symmetrical equations, 
 
 cot a sin &=cos b cos C + cot A sin C n 
 cot b sin c=cos c cos A + cot B sin A > (9.) 
 cot c sin arzco's a cos B + cot C sin B / 
 
 That is, in every spherical triangle, the cotangent of one of the 
 sides into the sine of a second side, is equal to the cosine of the se- 
 cond side into the cosine of the included angle, plus the cotangent 
 of the angle opposite the first side into the sine of the included 
 angle. 
 
 IX. We shall terminate these formulas by demonstrating 
 J^apier's Analogies, which serve to simplify several cases in the 
 ; solution of spherical triangles. 
 
 If from the first and third of equations (2.), cos c be elimi- 
 nated, there will result, after a little reduction, 
 
 R cos A sin c=R cos a sin b — cos C sin a cos b. 
 
 By a simple pernlutation, this gives 
 
 R cos B sin c=R cos b sin a — cos C sin b cos a. 
 
 Hence by adding these two equations, and reducing, we shall 
 have 
 
 sin c (cos A + cos B)=(R — cos C) sin (a +6) 
 
 . sin c sin a sin 6 
 
 But smce - — 7^=-^^ — t = - — 5, we shall have 
 sm C sm A sm B 
 
 sin c (sin A'+sin B)=sin C (sin a+sin 6), and 
 
 sin c (sin A — sin B)=sin C (sin a — sin b). 
 
 Dividing these two equations successively by the preceding 
 one ; we shall have 
 
 sin A + sin B_ sin C sin cK + sin b 
 cos A + cos B~R — cos C ' sin {a-\-b) 
 sin A — sin B_ sin C sin a — sin b 
 cos A+cos B~R — cos C * sin (a +6)* 
 
 Y* 
 
258 V SPHERICAL TRIGONOMETRY, 
 
 And reducing these by the formulas in Articles XXIII. and 
 XXIV., there will result -^ 
 
 ta„gJ(A+B)=cotiC.^-^ii)^ \ 
 
 cos^(a+i) jifj^ 
 
 tangi(A-B)=cotJC.t"4^. 
 -^ Sin J (a + 6) 
 
 Hence, two sides a and h with the included angle C being 
 given, the two other angles A and B may be found by the 
 analogies, 
 
 cos^-(a+i) : cosJ(a! — h) : : cot^C : tangJ(A+B) 
 sin J (rt + 6) : sin \ (a — b) : : cot | C : tang J (A — B). 
 If these same analogies are applied to the polar triangle of 
 ABC, we shall have toput 180°— A', 180°— B', 180°— a', 180°- 6', • 
 180° — c', instead of a, 6, A, B, C, respectively; and for the result, 
 we shall have after omitting the ', these two analogies, 
 
 cosJ(A + B) : cosJ(A — B) : : tangjc : tangJ(flr+6) 
 sinJ(A + B) : sin^(A — B) : : tangjc : tang J (a — J), 
 by means of which, when a side c and the two adjacent angles.^ 
 A and B are given, W3 are enabled to find the two other sides 
 a and b. These four proportions are known by the name of 
 Napier^s Analogies, 
 
 X. In the case in which there are given two sides and an 
 angle opposite one of them, there will in general be two solu- 
 tions corresponding to the two results in Case II. of rectilineal 
 triangles. It is also plain that this ambiguity will extend itselt 
 to the corresponding case of the polar triangle, that is, to the 
 case in which there are given tvv^o angles and a side opposite 
 one of them. In every case we shall avoid all false solutions 
 by recqllecting, 
 
 1st. That every angle, and every side of a spherical triangle 
 is less than 180°. 
 
 2d. That the greater angle lies opposite the greater side, and 
 the least angle opposite the least side, and reciprocally. 
 
 NAPIER'S CIRCULAR PARTS. 
 
 XI. Besides the analogies of Napier already demonstrated, 
 that Geometer also invented rules for the solution of all the 
 cases of right angled spherical triangles. 
 
fl^ ^ "Spherical TRIGONOMETRY. 259 
 
 In every right angled spherical 
 triangle BAG, there are six parts : 
 three sides and three angles. If 
 we omit the consideration of the 
 right angle, which is always 
 known, there will be five remain- 
 ing parts, two of which must 
 
 . be given before the others can 
 
 I be determined. 
 
 f The circular parts, as they are called, arp the two sides c and h, 
 
 i about the right angle, the complements of the oblique angles B 
 and G, and the complement of the hypothenuse a. Hence there 
 are five circular parts. The right angle A not being a circular 
 part, is supposed not to separate the circular parts c and 6, so 
 that these parts are considered as adjacent to each other. 
 
 If any two parts of the triangle be given, their corresponding 
 circular parts will also be known, and these together with a 
 required part, will make three parts under consideration. Now, 
 these three parts will all lie together, or one of them will he sepa- 
 rated from both of the others. For example, if B and c were 
 given, and a required, the three parts considered would lie 
 together. But if B and G were given, and h required, the parts 
 would not lie together ; for, B would be separated from C by 
 the part a, and from h by the part c. In either case B is the 
 middle part. Hence, when there are three of the circular parts 
 under consideration, the middle part is that one of them to which 
 both of the others are adjacent, or from which both of them are 
 separated. In the former case the parts are said to be adjacent, 
 
 *' and in the latter case the parts are said to be opposite. 
 
 This being premised, we are now to prove the following 
 rules for the solution of right angled spherical triangles, which 
 it must be remembered apply to the circular parts, as already 
 defined. 
 
 1st. Radius into the sine of the middle part is equal to the rect- 
 angle of the tangents of the adjacent paints. 
 
 2d. Radius into the sine of the middle part is equal to the rect- 
 angle of the cosines of the opposite parts. 
 
 These rules are proved by assuming each of the five circu- 
 lar parts, in succession, as the middle part, and by taking the 
 extremes first opposite, then adjacent. Having thus fixed the 
 three parts which are to be considered, take that one of the 
 general equatigns for oblique angled triangles, which shall con • 
 tain the three corresponding parts of the triangle, together with 
 the right angle : then make A = 90^, and after making the reduc- 
 tions corresponding to this supposition, the resulting equation 
 will prove the rule for that particular case. 
 
260 SPHERICAL TRIGONOMETRY. 
 
 For example, let comp. a be the middle part and the ex- 
 tremes opposite. The equation to be applied in this case must 
 contain a, b, c, and A. The first of equations (2.) contains these 
 four quantities : hence 
 
 R^ cos a=R cos b cos c+sin b sin c cos A. 
 
 If A=90° cos AznO ; hence 
 
 Rcos fl!=cos 6cosc; 
 
 that is, radius into the sine of the middle part, (which is the 
 complement of a,) is equal to the rectangle of the cosines of the 
 opposite parts. 
 
 Suppose now that the complement 
 of a were the middle part and the ex- 
 tremes adjacent. The equation to be 
 applied must contain the four quan- 
 tities fif, B, C, and A. It is the first 
 
 of equations (8.). 
 
 c 
 
 R^ cos A:=sin B sin C cos a — R cos B cos C. 
 
 Making A =90°, we have 
 
 sin B sin C cos fl=R cos B cos C, or 
 
 R cos a=cot B cot C ; 
 
 that is, radius into the sine of the middle part is equal to the 
 rectangle of the tangent of the complement -of B into the tan- 
 gent of the complement of C, that is, to the rectangle of the 
 tangents of the adjacent circular parts. 
 
 Let us now take the comp. B, for the middle part and the 
 extremes opposite. The two other parts under consideration 
 will then be the perpendicular b and the angle C. The equation 
 to be applied must contain the four parts A, B, C, and 6 : it is the 
 second of equations (8.), 
 
 R" cos B=sin A sin C cos b — R cos A cos C. 
 Making A = 90°, we have, after dividing by R, 
 
 R cos B = sin C cos b. 
 Let comp. B be still the middle part and the extremes adja- 
 cent. The equation to be applied must then contain the four 
 four parts a, B, c, and A. It is similar to equations (9.). 
 
 cot a sin c=cos c cos B 4- cot A sin B 
 But if A =90°, cot A =0 ; hence, 
 
 cot a sin cncos c cos B ; or . 
 R cos B=:cot a tang c. 
 
SPHERICAL TRIGONOMETRY. 261 
 
 And by pursuing the same method of demonstration when each 
 circular part is made the middle part, we obtain the five fol- 
 lowing equations, which embrace all the cases, 
 
 R cos a=cos b cos c=cot B cot C" 
 
 R* cos Brrcos b sin C=cot a tang c 
 
 R cos C=cos csinB=cot a tang b Y O-^') 
 
 R sin Z>=sinasinB=tangccotC 
 
 R sin c=sin<2sinC=tang6cotB> 
 
 We see from these equations that, if the middle part is required 
 we must begin the proportion with radius ; and when one of the 
 extremes is required we must begin the proportion with the other 
 extreme. 
 
 We also conclude, from the first of the equations, that when 
 the hy pothenuse is less than 90°, the sides b and c will be of the same 
 species, and also that the angles B and C will likewise be of the 
 same sjiecies. When a is greater than 90°, the sides b and c will 
 be of different species, and the same will be true of the angles B 
 and C. We also see from the two last equations that a side and 
 its opposite angle will always be of the same species. 
 
 These properties are proved by considering the algebraic 
 signs which have been attributed to the trigonometrical lines, 
 and by remembering that the two members of an equation must 
 always have the same algebraic sign. 
 
 SOfejJTION OF RIGHT ANGLED SPHERICAL TRIANGLES BY 
 LOGARITHMS. 
 
 It is to be observed, that when any element is discovered in 
 the form of its sine only, there may be two values for this ele- 
 ment, and consequently two triangles that will satisfy the ques- 
 tion ; because, the same sine which corresponds to an angle or 
 an arc, corresponds likewise to its supplement. This will not 
 take place, when the unknown quantity is determined by means 
 of its cosine, its tangent, or cotangent. In all these cases, the 
 sign will enable us to decide whether the element in question is 
 less or greater than 90° ; the element will be less than 90°, if its 
 cosine, tangent, or cotangent, has the sign + ; it will be greater 
 if one of these quantities has the sign — . 
 
 In order to discover the species of the required element of 
 the triangle, we shall annex the minus sign to the logarithms of 
 all the elements whose cosines, tangents, or cotangents, are 
 negative. Then by recollecting that the product of the two 
 
262 SPHERICAL TRIGONOMETRY. v , 
 
 extremes has the same sign as that of the means, we can at once 
 determine the sign which is to be given to the required element* 
 and then its species will be known. 
 
 EXAMPLES. 
 
 1. In the right angled spherical tri- 
 angle BAG, right angled at A, there 
 are given «— 64° 40' and 6=42° 12': 
 required the remaining parts. 
 
 First, to find the side c. 
 
 c 
 
 The hypothenuse a corresponds to the middle part, and the 
 extremes are opposite : hence 
 
 R cos «=cos h cos c, or 
 
 As cos h 42° 12' ar.-comp. .log. 0.130296 
 
 Is to R - - - • - - - 10.000000 
 
 So is cos a 64^' 40' - - - - 9.631326 
 
 Tocos c 54° 43' 07" - - ' -. 9.761622 
 
 To find the angle B. ' • 
 
 The side h will be the middle part and the extremes oppo- 
 site : hence 
 
 R sin 6=cos (comp. a) x cos (comp. B)=sin a sin B. 
 
 As sin a 64° 40' ar.-comp. log. 0.043911 
 
 I§ to sin h 42° 12' - - - - 9.827189 
 
 Sois R - 10.000000 
 
 To sin B 48° 00' 14" ... - 9.871100 
 
 To find the angle C^ 
 
 The angle C is the middle part and the extremes adjacent ; 
 hence 
 
 R cos C=cot a tang &. 
 
 As R .-• ar.-comp. log. 0.000000 
 
 Is to cot a 64° 40' - - - - ' 9.675237 
 
 So is tang 6 .42° 12' ... - 9.957485 
 
 To cos C 64° 34' 46;' - - - - 9.632722 
 
 2. In a right angled triangle BAG, there are given the hy- 
 pothenuse a=105° 34', and the angle B=80° 40' : required the 
 remaining parts. 
 
SPHERICAL TRIGONOMETRY. 2G3 
 
 
 
 
 To find the angle C. 
 
 
 The hypothenuse 
 jacent : hence, 
 
 will be the middle part 
 
 and the extremes 
 
 
 
 
 R cos a=cot B cot C. 
 
 
 As cot 
 Is to cos 
 
 So is 
 
 B 
 a 
 R 
 
 80 
 105 
 
 ^ 40' ar.-comp. log. 
 ^34' - 
 
 0.784220 + 
 
 9.428717— 
 
 10.000000 + 
 
 To cot 
 
 C 
 
 148 
 
 = 30' 54" - 
 
 10.212937— 
 
 Since the cotangent of C is negative the angle C is greater 
 than 90°, and is the supplement of the arc which would corres- 
 pond to the cotangent, if it were positive. 
 
 To find the side c. 
 The angle B will correspond to the middle part, and the 
 extremes will be adjacent : hence, 
 
 R cos B=cot a tang c. 
 
 Ascot a 105° 34' ar.-comp. log. 0.555053 — 
 
 Is to R 10.000000 + 
 
 So is cos B 80° 40' . - - . 9.209992 + 
 
 To tang c 149° 47' 36" - - - 9/765 045-^ 
 
 To find the side h. 
 
 The side h will be the middle part and the extremes oppo- 
 site: hence, 
 
 R sin 6= sin a sin B. 
 
 As R - ar. comp. log. - 0.000000 
 
 To sin a 105° 34' - . - . 9.983770 
 
 So is sin B 80° 40' - - - . 9.994212 
 
 To sin h 71°54' 33" .... 9.977982 
 
 OF QUADRANTAL TRIANGLES. 
 
 A quadrantal spherical triangle is one which has one of its 
 sides equal to 90°. 
 
 Let BAG be a quadrantal triangle 
 in which the side a =90°. If we pass 
 to the corresponding polar triangle, 
 we shall have A' = 180°— a =90°, B' = 
 180°— &, G' = 180°— c, a' = 180°— A, 
 5'=180°— B,c' = 180°— C; from which 
 we see, that the polar triangle will be 
 
264 SPHERICAL TRIGONOMETRY. . 
 
 -# , 
 right angled at A', and hence every case may be referred to 
 a right angled triangle. 
 
 But we can solve the quadrantal triangle by means of the 
 right angled triangle in a manner still more simple. 
 
 In the quadrantal triangle BAG, C 
 
 in which BC = 90°, produce the side A 
 
 CA till CD is equal to 90°, and con- / \ 
 
 ceive the arc of a great circle to be y \ , 
 
 drawn through B and D. Then C ^^ \ 
 
 will be the pole of the arc BD, and ^^^^^ _^ A 
 
 the angle C will be measured by B^-s^Cl^ \ 
 
 BD (Book IX. Prop. VI.), and the \.., ^ \b 
 
 angles CBD and D will be right an- "i^'---.. / 
 
 gles. Now before the remaining "D 
 
 parts of the quadrantal triangle can 
 
 be found, at least two parts must be given in addition to the 
 side BC = 90° ; in which case two parts of the right angled tri- 
 angle BDA, together with the right angle, become known. 
 Hence the conditions which enable us to determine one of these 
 triangles, will enable us also to determine the other. 
 
 3. In the quadrantal triangle BCA, there are given CB=r50°, 
 the angle C=42° 12', and the angle A=115° 20' : required the 
 remaining parts. 
 
 Having produced CA to D, making CD =90° and drawn the 
 arc BD, there will then be given in the right angled triangle 
 BAD, the side «=C=42° 12', and the angle BAD=180°— 
 BAC = 180°— 115° 20'=64°40',to find the remaining parts. 
 
 To find the side d. 
 
 The side a will be the middle part, and the extremes oppo- 
 site: hence, 
 
 R sin a=sinA sin d. 
 
 As sin A 
 Is to R 
 So is sin a 
 
 64° 40' 
 42° 12' 
 
 ar.-comp. 
 
 log. 0.043911 
 
 10.000000 
 
 9.827189 
 
 To sin d 
 
 48° 00' 14" 
 
 ■ 
 
 9.871100 
 
 To find the angle B. 
 
 The angle A will correspond to the middle part, and the ex- 
 tremes will be opposite : hence 
 
 R cos A=sin B cos a. 
 
 As cos a 
 Is to R 
 So is cos A 
 
 42° 12' ar.-comp. 
 64° 40' 
 
 log. 
 
 0.130^96 
 
 10.000000 
 
 9.631326 
 
 To sin B 
 
 35° 16' 53" 
 
 . 
 
 9.761622 
 
SPHERICAL TRIGONOMETRY. 265 
 
 To find the side b: 
 
 The side b will be the middle part, and the extremes adja- 
 cent : hence, 
 
 
 R sin 6= cot A tang a. 
 
 
 As R 
 
 ar.-comp. log. 
 
 0.000000 
 
 Is to cot A 
 
 64° 40' . - - . 
 
 9.675237 
 
 So is tang a 
 
 42° 12' - . .. . 
 
 9.957485 
 
 To sin 6 
 
 25° 25' 14" 
 
 9.632722 
 
 Hence, CA=90°— 6=90°— 25° 25' 14" =64° 34' 46" 
 
 CBA=:90°— ABD = 90°— 35° 16' 53" =54° 43 07" 
 BA=^ . . - . =z48°00'15". 
 
 4. In the right angled triangle BAC, right angled at A, there 
 are given <z=115° 25', and c=60° 59' : required the remaining 
 parts. 
 
 ( Bzr:148°56'45" 
 
 Ans. ) C= 75° 30' 33" 
 
 ( 6 =152° 13' 50". 
 
 5.: In the right angled spherical triangle BAC, right angled 
 at A, there are given c= 116° 30' 43", and 6=29° 41' 32": re- 
 quired the remaining parts. 
 
 ( C=:103° 52' 46" 
 
 ^715. ) B= 32° 30' 22" 
 
 (a =112° 48' 58". 
 
 6. In a quadrantal triangle, there are given the quadrantal 
 
 side —90°, an adjacent side =115° 09', and the included angle 
 
 = 115° 55' : required the remaining parts. 
 
 ( side, 113° 18' 19" 
 
 ^^^' \ or.„lo. i 117° 33' 52" 
 ) angles, ^ j^^, ^^, ^^,,^ 
 
 SOLUTION OF OBLIQUE ANGLED TRIANGLES BY LOGARITHMS 
 
 There are six cases which occur in the solution of oblique 
 angled spherical triangles. 
 
 1. Having given two sides, and an angle opposite one of 
 them. 
 
 2. Having given two angles, and a side opposite one o( 
 them. 
 
 3. Having given the three sides of a triangle, to &<t tS^ 
 •angles. 
 
266 SPHERICAL TRIGONOMETRY. 
 
 4. Having given the three angles of a triangle, to find the 
 sides. 
 
 5. Having given two sides and the included angle. 
 
 6. Having given two angles and the included side. 
 
 CASE I. 
 
 Given two sides, and an angle opposite one of them, to find the re- 
 maining parts. 
 
 For this case we employ equation (1.) ; 
 
 As sin a : sin 5 : : sin A : sin B. 
 
 Ex. 1. Given the side fl=44° 
 13' 45", 6=:84° 14' 29" and the 
 angle A=32° 26' 07" : required 
 the remaining parts. 
 
 To find the angle B. 
 
 As sin a 44° 13' 45" ar.-comp. log. 0.156437 
 
 Is to sin h 84° 14' 29" - - - 9.997803 
 
 So is sin A 32° 26' 07" - - - 9.720445 
 
 To sin B 49° 54' 38" or sin E' 130° 5' 22" 9.88368 5 
 
 Since the sine of an arc is the same as the sine of its supple- 
 ment, there will be two angles corresponding to the logarithmic 
 sine 9.883685 and these angles will' be supplements of each 
 other. It does not follow however that both of them will satisfy 
 all the other conditions of the question. If they do, there will 
 be two triangles ACB', ACB ; if not, there will be but one. 
 
 To determine the circumstances under which this ambiguity 
 arises, we will consider the 2d of equations (2.). 
 
 R^ cos 6=R cos a cos c+sin a sin c cos B. 
 
 from which we obtain 
 
 _ R^ cos h — R cos a cos c 
 
 C0SB = :— : ; . ' 
 
 sm a sm c 
 
 Now if cos h be greater than cos a, we shall have . 
 
 R^ cos fe>R cos a cos c, 
 
 or the sign of the second member of the equation will depend 
 on that of cos 6. Hence cos B and cos h will have the same 
 
SPHERICAL TRIGONOMETRY. 2G7 
 
 sign, or B and h will be of the same species, and there will be 
 but one triangle. 
 
 But when cos &>cos a, sin 6<sin a : hence, 
 
 If the sine of the side opposite the required angle he less than 
 the sine of the other given side, there will he hut one triangle. 
 
 If however, sin 6>sin a, the cos h will be less than cos a, 
 and it is plain that such a value may then be given to c as to 
 render 
 
 R^ cos & < R cos a cos c, 
 
 or the sign of the second member may be made to depend on 
 cos c. 
 
 We can therefore give such values to c as to satisfy the two 
 equations 
 
 _, R^ cos h — R cos a cos c 
 H-cos B= — 
 
 ;os B = 
 
 sm a sm c 
 
 R^ cos h — R cos a cos c 
 
 sin a sin c 
 
 Hence, if the sine of the side opposite the required angle he 
 greater than the sine of the other given side, there will he two tri- 
 angles which will fulfil the given conditions. 
 
 Let us, however, consider the triangle ACB, in which we are 
 yet to find the base AB and the angle C. We can find these 
 parts most readily by dividing the triangle into two right angled 
 triangles. Draw the arc CD perpendicular to the base AB : 
 then in each of the triangles there will be given the hypothe- 
 nuse and the angle at the base. And generally, when it is 
 proposed to solve an oblique angled triangle by means of the 
 right angled triangle, we must so draw the perpendicular that 
 it shall pass through the extremity of a given side, and lie oppo- 
 site to a given angle. 
 
 To find the angle C, in the triangle ACD. 
 
 As cot A 32° 26' 07" ar.-comp. log. 9.803105 
 
 Is to R 10.000000 
 
 So is cos 6 84'^ 14' 29" - - - 9.0 01465 
 
 To cot ACD 86^ 21' 06" - - - ¥.804570 
 
 To find tlio angle C in the triangle DCB. 
 
 As cot B 49° 54' 38" ar.-comp. log. 0.074810 
 
 Is to R 10.000000 
 
 So is cos a 44° 13' 45" - - - 9.855250 
 
 To cot DCB 49° 35' 38" - - - 9.930060 
 
 t Hence ACB=135o 56' 47'^ 
 
^08 SPHERICAL TRIGONOMETRY. 
 
 To find the side AB. 
 
 As sin A 32° 26' 07" ar.-comp. log. 0.270555 
 
 Is to sin C 135° 56' 47" - - - 9.842191 
 
 So is sin a 44° 13' 45" - - - 9.843563 
 
 Tosin c 115° 16' 29" - - - 9.956309 
 
 The arc 64° 43' 31", which corresponds to sin c is not the 
 value of the side AB : for the side AB must be greater than 6, 
 since it lies opposite to a greater angle. But 6 = 84° 14' 29" : 
 hence the side AB must be the supplement of 64° 43' 31", or 
 115° 16' 29". 
 
 Ex. 2. Given &=91° 03' 25", a=40° 36' 37", and A=35° 57' 
 15": required the remaining parts, when the obtuse angle B is 
 taken. 
 
 ( B = 115°35'41" 
 
 ^715. ) C= 58° 30' 57" 
 / c = 70° 58' 52" 
 
 CASE II. 
 
 Having given two angles and a side opposite one oftliem^ to find 
 the remaining parts. 
 
 For this case, we employ the equation (l.^ 
 sin A : sin B : : sin a : sin h. 
 
 Ex. 1. In a spherical triangle ABC, there are given the angle 
 A=:50° 12', B = 58° 8', and the side a=62° 42' ; to find the re- 
 maining parts. 
 
 To find the side h. 
 
 As sin A 50° 12' ar.-comp. log. 0.114478 
 
 Is to sin B 58° 08' - - - - 9.929050 
 
 So is sin a 62° 42' - - - - 9.948715 
 
 To sin h 79° 12' 10", or 100° 47' 50" 9.992243 
 
 We see here, as in the last example, that there are two arcs 
 corresponding to the 4th term of the proportion, and these arcs 
 are supplements of each other, since they have the same sine. 
 It does not follow, however, that both of ih^m will satisfy all 
 the conditions of the question. If they do, there will be two 
 liiangles ; if not, there will be but one. 
 
SPHERICAI. TRIGONOMETRY. 269 
 
 To determine when there are two triangles, and also when 
 there is but one, let us consider the second of equations (8.) 
 
 R^ cos B=sin A sin C cos b — R cos A cos C, which gives 
 
 . R^cosB + R cos AcosC 
 
 cos 0= = A = Ti . 
 
 sm A sin C 
 
 Now, if cos B be greater than cos A we shall have 
 
 W cos B >R cos A cos C, 
 
 and- hence the sign of the second member of the equation will 
 depend on that of cos B, and consequently cos b and cos B will 
 have the same algebraic sign, or b and B will be of the same 
 species. But when cos B >cos A the sin B<sin A : hence 
 
 If the sine of the angle opposite the required side be less than 
 the sine of the other given angle, there will be but one solution. 
 
 If, however, sin B>sin A, the cos B will be less than cos A, 
 and it is plain that such a value may then be given to cos C, as 
 to render 
 
 R^cos B<R cos A cos C, 
 
 or the sign of the second member of the equation may be made 
 to depend on cos C. We can therefore give such values to C 
 as to satisfy the two equations 
 
 R^ cos B + R cos A cos C 
 
 +COS 6= -. — 7 — -. — Pi , and 
 
 sm A sm C 
 
 R^ cos B + R cos A cos C 
 
 cos 0= : -r—. -^ . 
 
 sm A sm C 
 
 Hence, if the sine of the angle opposite the required side he 
 greater than the sine of the other given angle there will be two 
 solutions. 
 
 Let us first suppose the side b to be less than 90°, or equa. 
 to 79° 12' 10". 
 
 If now, we let fall from the angle C a perpendicular on the 
 base BA, the triangle will be divided into two right angled tri- 
 angles, in each of which there will be two parts known besides 
 the right angle. 
 
 Calculating the parts by Napier's rules we find, 
 
 C=130°54'28" 
 
 c=119°03'26". 
 
 If we take the side 6=100° 47' 60", we shall find 
 
 C=156°15'06" 
 
 c^l52° 14' 18". 
 
270 SPHERICAL TRIGONOMETRY. 
 
 Ex. 2. In a spherical triangle ABC there are given A=103° 
 59' 57", B=46° 18' 7", and a=42^ 8' 48" ; required the remain- 
 ing parts. 
 
 There will but one triangle, since sin B<sin A. 
 
 / b =30° 
 Ans. ) C=36° 7' 54'- 
 } c =24° 3' 56". 
 
 CASE III. 
 
 Having given the three sides of a spherical triangle to find the 
 
 angles. 
 
 For this case we use equations (3.). 
 
 /sin J 5 sin {^s — a) 
 cos^A=RV sin 6 sine 
 
 Ex, 1. In an oblique angled spherical triangle there are 
 given fl=:56° 40', 6=83° 13' and c=114° 30' ; required the 
 angles. 
 
 l{a + h^c)=ls =127° 11' 30" 
 ^(6 + c— a)=(^5— a)=70° 31' 30". 
 
 Log sin ^s 127° 11' 30" - - - 9.901250 
 
 log sin (|5— a) 70° 31' 30" - - - 9.974413 
 
 —log sin h 83° 13' ar.-comp. 0.003051 
 
 —log sin c 114° 30' ar.-comp. 0.0409 77 
 
 Sum 19.919691 
 
 Half sum =log cos \k 24° 15', 39" - - 9.959845 
 
 Hence, angle A=48° 31' 18". 
 
 The addition of twice the logarithm of radius, or 20, to the 
 numerator of the quantity under the radical just cancels the 20 
 which is to be subtracted on account of the arithmetical com- 
 plements, to that the 20, in both cases, may be omitted. 
 
 Applying the same formulas to the angles B and C, we find, 
 
 B= 62° 55' 46" 
 C = 125° 19' 02". 
 Ex. 2. In a spherical triangle there are given arr40° 18' 29", 
 6=67° 14' 28", and c~89° 47' 6" : required the three angles. 
 
 ( A= 34° 22' 16" 
 
 Ans. ; Br= 53° 35' 16" 
 
 ' { C = 119o 13' 32" 
 
SPHERICAL TRIGONOMETRY. 
 
 :27J 
 
 CASE IV. 
 
 Having given the three angles of a spherical triangle, to find the 
 three sides. 
 
 For this case we employ equations (7.) 
 
 ^ ^./cos(^S-B)cos(^S-C) 
 
 cos§a=Rv T> r ' 
 
 sm 15 sin O 
 
 Ex. 1. In a spherical triangle ABC there are given A=48° 
 30', B-=125° 20', and C = 62° 54' ; required the sides. 
 
 J(A + B + C) = |S= 118° 22' 
 
 (iS-A) . 
 
 = 69° 52' 
 
 
 (iS-B) - 
 
 =_ 6° 58' 
 
 
 (^S-C) - 
 
 = -650 28' 
 
 
 Log cos (iS— B) —6° 58' 
 
 ... 
 
 9.996782 
 
 log cos (JS— C) 55° 28' 
 
 - 
 
 9.753495 
 
 —log sin " B 125° 20' 
 
 ar.-comp. 
 
 0.088415 
 
 —log sin C 62° 54' 
 
 ar.-comp. 
 
 0.050506 
 
 Sura - - - - 
 
 - 
 
 19.889198 
 
 Half sum=log cos iA=28° 19' 
 
 48" 
 
 9.944599 
 
 Hence, side a=56° 39' 36". 
 
 In a similar manner we find. 
 
 6 = 1140 29' 58" 
 c— 83° 12' 06". 
 
 Ex. 2. In a spherical triangle ABC, there are given A= 109° 
 65' 42", B = 116° 38' 33", and 0=120° 43' 37" ; required the 
 three sides. 
 
 Ans. 
 
 a= 98° 21.' 40" 
 &=109° 50' 22" 
 c = 115° 13' 26" 
 
 CASE V. 
 
 Having given in a spherical triangle, two sides and their in- 
 cluded angle, to find the remaining parts. 
 
272 SPHERICAL TRIGONOMETRY. 
 
 For this case we employ the two first of Napier's Analogies, 
 cos ^{a-{-b) : cos i(a — b) : : cot iC : tang i(A + B) 
 sin ^(a-\-b) : sin ^{a—b) : : cot ^C : tang i(A— B). 
 
 Having found the half sum and the half diflference of the 
 angles A and B, the angles themselves become known ; for, the 
 greater angle is equal to the half sum plus the half difference, 
 and the lesser is equal to the half sum minus the half diffe. 
 rence. 
 
 The greater angle is then to be placed opposite the greater 
 side. The remaining side of the triangle can then be found by 
 Case II. 
 
 Ex. 1. In a spherical triangle ABC, there are given a=68° 
 46' 2", b=ST 10', and 0=39=^ 23' ; to find the remaining parts. 
 
 ^(a + &) = 52° 58' 1", i(a—b) = l5o 48' 1", JC = 19°41' 30". 
 
 As cos !(« + &) 52° 58' 1" log. ar.-comp. 0.220210 
 
 ' Is to cos L(a—h) 15° 48' 1" - - - 9.983271 
 
 So is cot iC 19° 41' 30" - - - 10.446254 
 
 Totangi{A + B) 77° 22' 25" - - - 10.649735 
 
 As sin ^(a + b) 52° 58' 1" log. ar.-comp. 0.097840 
 
 Is to sin i{a—b) 15° 48' 1" - - - 9.435016 
 
 So is cot "iC 19° 41' 30" - - - 10.446254 
 
 Totangi(A— B) 43°37'21" - - - 9.979110 
 
 Hence, A=77° 22' 25" + 43° 37' 21"=120° 59' 46" 
 B=77° 22' 25"— 430 37' 21"= 33° 45' 04" 
 side c ' - - - = 43° 37' 37". 
 
 Ex, 2. In a spherical triangle ABC, there are given 6=:83'' 
 19' 42':, c=23° 27' 46", the contained angle A=20° 39' 48"; 
 to find the remaining parts. 
 
 ( B = 156° 30' 16" 
 
 Ans, )C= 9° 11' 48" 
 
 ) a= 61° 32' 12". 
 
 CASE VI. 
 
 In a spherical triangle^ having given two angles and the included 
 side to find the remaining parts. 
 
SPHERICAL TRIGONOMETRY. 273 
 
 For this case we employ the second of Napier's Analogies, 
 cos J(A + B) : cos J (A — B) : : tang |c : tangj(a + fc) 
 sin^-(A + B) : sin J (A — B) : : tang Jc : tang J (a — b). 
 
 From which a and b are found as in the last case. The re- 
 maining angle can then be found by Case I. 
 
 Ex. 1. In a spherical triangle ABC, there are given A= 81° 
 38' 20", B=70° 9' 38", c=59° 16' 28" ; to find the remaining 
 parts. 
 
 J(A + B)=75° 53' 59",l(A— B)=5°44'21",^c=29° 38' 11". 
 
 As cos i{A + B) 75° 53' 59" log. ar.-comp. 0.613287 
 Tocos KA— B) 5° 44' 21" - - 9.997818 
 
 So is tang ic 29° 38' 11" - - 9.755051 
 
 To tang i(a + 6) 66°42'52" - - 10.366156 
 
 As sin ^(A+B) 75° 53' 59" log. ar.-comp. 0.013286 
 To sin 4(A— B) 5° 14' 21" - - 9.000000 
 
 So is tang ^c 29° 38' 11" - - 9.755051 
 
 To tang i{a—b) 3° 21' 25" - - 8.768337 
 
 Hence «=66o 42' 52" + 3° 21' 25"=70° 04' 17'" 
 
 6=66° 42' 52"-^3° 21' 25"=63° 21' 27" 
 
 angle C - - - =64° 46' 33". 
 
 Ex, 2. In a spherical triangle ABC, there are given A=34'* 
 15' 3", B=42° 15' 13", and 0=76° 35' 36" ; to find the remain- 
 ing parts. 
 
 ( a =40° 0' 10" 
 Ans, H =50° 10' 30" 
 (C =58° 23' 41". 
 
i 274 ) 
 
 MENSURATION OF SURFACES. 
 
 The area, or content of a surface, is determined by finding 
 how many times it contains some other surface which is as- 
 sumed as the unit of measure. Thus, when we say that a 
 square yard contains 9 square feet, we should understand that 
 one square foot is taken for the unit of measure, and that this 
 unit is contained 9 times in the square yard. 
 
 The most convenient unit of measure for a surface, is a 
 square whose side is the hnear unit in which the linear dimen- 
 sions of the figure are estimated. Thus, if the linear dimen- 
 sions are feet, it will be most convenient to express the area in 
 square feet ; if the linear dimensions are yards, it will be most 
 convenient to express the area in square yards, &c. 
 
 We have already seen (Book IV. Prop. IV. Sch.), that the 
 term, rectangle or product of two lines, designates the rectan- 
 gle constructed on the lines as sides ; and that the numerical 
 value of this product expresses the number of times which the 
 rectangle contains its unit of measure. 
 
 PROBLEM I. 
 
 To find the area of a square, a rectangle, or a parallelogram. 
 
 Rule. — Multiply the base by the altitude, and the product will 
 be the area (Book IV. Prop. V.). 
 
 1. To find the area of a parallelogram, the base being 12.25 
 and the altitude 8.5. Ans. 104.125. 
 
 2. What is the area of a square whose side is 204.3 feet 1 
 
 Ans. 41738.49 sq.ft. 
 
 3. What is the content, in square yards, of a rectangle whose 
 base is 66.3 feet, and altitude 33.3 feet? Ans. 245.31. 
 
 4. To find the area of a rectangular board, whose length is 
 12J- feet, and breadth 9 inches. Ans. 9f sq.ft. 
 
 5. To find the number of square yards of painting m a par- 
 allelogram, whose base is 37 feet, and altitude 5 feet 3 inches 
 
 Ms. 21yV 
 PROBLEM ir. 
 
 To find the area of a triangle. '* 
 
 CASE L 
 
 When the base and altitude are given. 
 
 Rule. — ^Multiply the base by the aliiiude, and take half the 
 product. Or, multiply one of these dimensions by half the 
 of/icr (Book IV. Prop. VI.). 
 
MENSURATION OF SURFACES. 275 
 
 1. To find the area of a triangle, whose base is 625 and alti- 
 tude 520 feet. Ans. 162500 sq.ft. 
 
 2. To find the number of square yards in a triangle, whose 
 base is 40 and altitude 30 feet. Ans, 66|. 
 
 3. To find the number of square yards in a triangle, whose 
 base is 49 and altitude 25^ feet. ^715. 68.7361. 
 
 CASE II. 
 When two sides and their included angle are given. 
 
 Rule. — Add together the logarithms of the two sides and the 
 logarithmic sine of their included angle ; from this sum sub- 
 tract the logarithm of the radius, which is 10, and the remain- 
 der will he the logarithm of double the area of the triangle. 
 Find, from the table, the number answering to this logarithm, 
 and divide it by 2 ; the quotient will be the required area. 
 
 Let BAG be a triangle, in which there 
 are given BA, BC, and the included an- 
 gleB. 
 
 From the vertex A draw AD, perpen- 
 dicular to the base BC, and represent the 
 area of the triangle by Q. Then, 
 
 R : sin B : : BA : AD (Trig 
 hence, ^p^ BAxsinB 
 
 R 
 
 But, Q^J^GxAD (Book IV. Prop. VI.) ; 
 .^ 
 
 hence, by substituting for AD its value, we have 
 
 Q_ BCxBAxsinB ^^ QO_ BCxBAxsin B 
 2R R 
 
 Taking the logarithms of both numbers, we have 
 
 log. 2Q=log. BC + log. BA + log. sin B— log. R; 
 which proves the rule as enunciated. 
 
 1. What is the area of a triangle whose sides are, BC=: 
 125.81, BA=57.65, and the included angle B = 57° 25'? 
 
 ' +log. BC 125.81 .... 2.099715 
 T-Uor. i^„ on J +log. BA 57.65 .... 1.760799 
 Then, log. 2Q= ^ ^j^| ^.^ g ^^^ 25' 9.925626 
 
 —log. R - —10. 
 
 log. 2Q 3.786140 
 
 and 2Q=6111.4, or Q=: 3055.7, the required area. 
 
276 MENSURATION OF SURFACES. 
 
 2. What is the area of a triangle whose sides are 30 and 40, 
 and their included angle 28° 57' '( Ans. 290.427. 
 
 3. What is the number of square yards in a triangle of which 
 the sides are 25 feet and 21.25 feet, and their included angle 
 45°? . . Ans. 20.8694. 
 
 CASE III. 
 When the three sides are known. 
 
 Rule. — 1. Add the three sides together , and take half their sum. 
 
 2. From this half-sum subtract each side separately. 
 
 3. Multiply together the half-sum and each of the three re- 
 mainders, and the product will he the square of the area oj 
 the triangle. Then, extract the square root of this product, 
 for the required area. 
 
 Or, After having obtained the three remainders, add together the 
 logarithm of the half -sum and the logarithms of the respective 
 remainders, and divide their sum by 2 : the quotient will be 
 the logarithm of the area. 
 
 Let ABC be the given triangle. ^C 
 
 Take CD equal to the side CB, and 
 
 draw DB; draw AE parallel to DB, ly 
 
 meeting CB produced, in E : then ,''' /x \y 
 
 CE will be equal to CA. Draw / I>/-".^: -v\B 
 
 CFG perpendicular to AE and DB, / i{y 
 
 and it will bisect them at the points '. 
 
 G and F. Draw FHI parallel to k.<'' /^ J/ 
 
 AB, meeting CA in H, and EA pro- '^ ,;A yG ' "^ 
 
 duced, in I. Lastly, with the cen- K' 
 
 tre H and radius HF, describe the circumference of a circle, 
 meeting CA produced in K: this circumference will pass 
 through I, because AI=FB=FD, therefore, HF=H1 ; and it 
 will also pass through the point G, because FGI is a right 
 angle. 
 
 Now, since HA=HD, CH is equal to half the sum of the 
 sides CA, CB ; that is, CH=iCA+iCB; and since HK is 
 equal to iIF=iAB, it follows that 
 
 CK=iAC + iCB + iAB=iS, 
 by representing the sum of the sides by S. 
 
 Again, HK=HI=iIF=iAB, or KL=AB. 
 Hence, CL=CK-KL=iS— AB, 
 and AK=CK- CA=|S— CA, 
 and AL=DK=CK— CD=iS— CB. 
 
 Now, AG X CG= the area of the triangle ACE, 
 and AG x FG= the area of the triangle ABE ; 
 
 therefore, AG x CF=: the area of the triangle ACB. 
 
MENSURATION OF SURFACES. 277 
 
 Also, by similar triangles, 
 
 AG : CG : : I)F : CF, or AT : CF ; 
 
 therefore, AG x CF=: triangle ACB-CG x DF=CG x AI ; 
 consequently, AGxCFxCGx AI= square of the area ACB. 
 
 But CGxCF=CKxCL-JS(iS— AB), 
 and AGx AI =AKx AL=(iS— CA) x (^S— CB) ; 
 
 therefoie,AGxCFxCGxAI -iS^S — AB) x GS — CA) x 
 QS — CB), which is equal to the square of the area of the 
 triangle ACB. 
 
 1. To find the area of a triangle whose three sides are 20, 
 30, and 40. 
 
 20 45 45 45 half-sum. 
 
 W 20 30 40 
 
 40 -- — — 
 
 . — 25 1st rem; 15 2d rem. 5 3d rem. 
 
 2)90 
 
 45 half-sum. 
 
 Then, 45 X 25 X 15 X 5=84375. 
 V The square root of which is 290.4737, the required area. 
 
 2. How many square yards of plastering are there in a tri- 
 angle whose sides are 30, 40, and 50 feet ? Ans. 66|. 
 
 PROBLEM III. 
 
 To find the area of a trapezoid. 
 
 Rule. — Add together the two parallel sides : then multiply their 
 sum by the altitude of the trapezoid, and half the product will 
 be the required area (Book lY. Prop. VII.). 
 
 1. In a trapezoid the parallel sides are 750 and 1225, and 
 the perpendicular distance between them is 1540 ; what is the 
 area? Ans. 152075. 
 
 2. How many square feet are contained in a plank, whose 
 length is 12 feet 6 inches, the breadth at the greater end 15 
 inches, and at the less end 11 inches? Ans. 13|^| sq.ft. 
 
 3. How many square yards are there in a trapezoid, whose 
 parallel sides are 240 feet, 320 feet, and altitude 66 feet ? 
 
 Ans. 2053^. 
 
 PROBLEM IV. 
 To find the area of a quadrilateral. 
 
 Rule. — Join two of the angles by a diagonal, dividing the quad* 
 rilateral into two triangles. Then, from each of the other 
 angles let fall a 'perpendicular on the diagonal : then multiply 
 
 A a 
 
218 
 
 MENSURATIC»N OF SURFACES. 
 
 the diagonal by half the sum of the two perpendiculars^ and 
 the product wid be the area. 
 
 1. What is the area of the quad- 
 rilateral ABCD, the diagonal AC 
 being 42, and the perpendiculars 
 D^, B&, equal to 18 and 16 feet ? 
 Ans. 714. 
 
 2. How many square yards of paving are there in the quad- 
 rilateral whose diagonal is 65 feet, and the two perpendiculars 
 
 let fall on it 28 and 33^ feet ? 
 
 Ans. 222J 
 
 PROBLEM V. 
 To find the area of an irregular polygon. 
 
 Rule. — Draw diagonals dividing the proposed polygon into 
 trapezoids and triangles. Then find the areas of these 
 figures separately J and add them together for the content of 
 the whole polygon. 
 
 1. Let it be required to determine 
 the content of the polygon ABCDE, 
 having five sides. 
 
 Let us suppose that we have mea- 
 sured the diagonals and perpendicu- 
 lars, and found AC = 36.21, EC=: 
 
 39.11, B6=4, J)d=7,26, Aa- 
 
 4.18, required the area. 
 
 Ans. 296.1292. 
 
 PROBLEM VI. 
 
 To find the area of a long and irregular figure, bounded on 
 one side by a right line. 
 
 Rule. — 1. At the extremities of the right line measure the per- 
 pendicular breadths of the figure, and do the some at several 
 intermediate points,- at equal distances from each other. 
 2. Add together the intermediate breadths and haf the sum of 
 the extreme ones : then multiply this sum by one of the equal 
 parts of the base line : the j^roduct will be the required area, 
 very nearly. 
 
 Let AEert be an irregular figure, hav- 
 ing for its base the right line AE. At 
 the points A, B, C, D, and E, equally 
 distant from each other, erect the per- 
 pendiculars Aa, B6, Cc, Ddy Ee, to the 
 
 
MENSURATION OF SURrACES. 27D 
 
 base line AE, and designate them respectively by the letters 
 a, h, c, 6?, and e. 
 
 Then, tlie area of the trapezoid ABZ?a= -'x AB, 
 
 the area of the trapezoid BCc6=— I— xBC, 
 
 c-{-d 
 the area of the trapezoid CDdc — x CD, 
 
 d-\ e 
 and the area of the trapezoid DEe<i= xDE ; 
 
 hence, their sum, or the area of the whole figure, is equal to 
 /« + 6 h-\-c c-\-d d+e\ 
 
 since AB, BC, &c. are equal to each other. But this sum is 
 also equal to 
 
 (l. + b + c+d+l-)xAB, 
 \2 2/ 
 
 which corresponds with the enunciation of the rule. 
 
 1. The breadths of an irregular figure at five equidistant 
 places being 8.2. 7.4, 9.2, 10.2, and 8.6, and the length of the 
 base 40, required the area. 
 
 8.2 4)40 
 
 8.6 — 
 
 2(16.8 
 
 10 one of the equal parts. 
 
 8.4 mean of the extremes. 
 
 7.4 35.2 suni. 
 
 9.2 10 
 
 10.2 
 
 352= area. 
 
 35.2 sum. 
 
 2. The length of an irregular figure being 84, and the 
 breadths at six equidistant places 17.4, 20.6, 14.2, 16.5, 20.1. 
 and 24,4; what is the area? Ans. 1550.64. 
 
 PROBLEM VII. 
 
 To find the area of a regular polygon. 
 
 Rule I. — Multiply half the perimeter of the pohjgon hy the 
 apotheni, or perpendicular let fall from the centre on one of 
 the sides, and the product will be the area required (Book V, 
 Prop. IX.). 
 
280 
 
 MENSURATION OF SURFACES. 
 
 Re.ma.rk I. — The following is the manner of detcrmmmg 
 the perpendicular when only one side and the number of sides 
 of tiie regular polygon are known : — 
 
 First, divide 3G0 degrees by the number of sides of the poly- 
 gon, and the (juotient will be the angle at the centre ; that is, 
 the angle subtended by one of the ecjual sides. Divide this 
 angle by 2, and half the angle at the centre will then be known. 
 
 Now, the line drawn from the centre to an angle of the 
 polygon, the perpendicular let fall on one of the equal sides, 
 and half this side, form a right-angled triangle, in which there 
 are knowii, the base, which is half the equal side of the poly- 
 gon, and the angle at the vertex. Hence, the perpendicular 
 can be determined. 
 
 1. To find the area of a regular hexa- 
 gon, whose sides are 20 feet each. 
 
 G)3G0° 
 
 eO°=:ACB,the angle at the centre. 
 30°=ACD, half the angle at the centre 
 
 Also, CAD=90°— ACD=60°; and AD = ]0. 
 
 Then, as sin ACD . . . 30% ar. comp 0.301030 
 
 : sin CAD ... 00^ 9.93753J 
 
 •: AD 10 1.000000 
 
 : CD . . . 17.3205 '. . . 1.238561 
 
 Perimeter =120, and half the perimeter =60. 
 Then, 60 X 17.3205 = 1039.23, the area. 
 
 2. What is the area of an octagon whose side is 20 ? 
 
 Ans. 1931.36886. 
 
 Remakk TI. — The area of a regular polygon of any number 
 of sides is easily calculated by the above rule. Let the area? 
 of the regular polygons whose sides are unity, or 1, be calcu- 
 lated and arranged in the following 
 
MENSURATION OF SURFACEvS. 281 
 
 TABIE. 
 
 nics. Sides. Areas. 
 
 Triangle . . 
 
 3 
 
 
 0.4330127 
 
 S(|iiare . . 
 
 . 4 
 
 
 1.0000000 
 
 Pentagon . . 
 
 5 
 
 
 1.7204774 
 
 Hexagon . . . 
 
 . 6 
 
 
 2.59807G2 
 
 Heptagon . . 
 
 . 7 
 
 
 3.G339124 
 
 Octagon . . 
 
 . 8 
 
 
 4.8284271 
 
 Nonagon , . 
 
 . 9 
 
 
 0.1818242 
 
 Decagon . . 
 
 . 10 
 
 
 7.0942088 
 
 Undecagon . 
 
 . 11 
 
 
 9.3G50399 
 
 Dodecagon . . 
 
 . 12 
 
 
 11.1901524 
 
 Now, since the areas of similar polygons ai^e to each other 
 as tlie scjuares of their homologous sides (Book IV. Prop. 
 XXVII.), we shall have 
 
 1- : tabular area : : any side squared : area. 
 
 Or, to find the area of any regular polygon, we have 
 
 Rl'le II. — 1. Square the side of the polygon. 
 
 2. Then multiply that square hy the tabular area set opposite 
 the polygon of the same number of sides, and the producl will 
 be the required area. 
 
 1. What is the area of a regular hexagon whose side is 20? 
 
 20- = 400, tabular area =2.5980702. 
 Hence, 2.5980762x400=1039.2304800, as before. 
 
 2. To find the area of a pentagon whose side is 25. 
 
 Ans. 1075.298375. 
 
 3. To find the area of a decagon whose side is 20. 
 
 Ans. 3077.G8352. 
 
 PROBLEM Vlir. 
 
 To find the circumference of a cir<:le when the diameter is 
 given, or the diameter when the circumference is given. 
 
 \\v\.T.. — Multiply the diameter by 3.14 IG, and the product will 
 he the circumference ; or, divide the circumference by 3.1410, 
 and the quotient will be the diameter. 
 
 It is shown (Book V. Prop. XIV.), that the circumference 
 
 of a circle whose diameter is 1, is 3.141592G, or 3.1410. But 
 
 since the circumferences of circles are to each other as their 
 
 radii or diameters, we have, by calling the diameter of tlie 
 
 second circle d, 
 
 1 : d :: 3.141G : circumference, 
 
 or, cZx 3.1410= circumference. 
 
 TT 1 J circumference 
 Hence, also. a= 
 
 3.1410 
 
 Aa2 
 

 282 MENSURATION OF SURFACES. 
 
 1. What is the circumference of a circle whose diameter 
 is 25 ? .4715. 78.54. 
 
 2. If the diameter of the earth is 7921 miles, what is the 
 circumference? Ans. 24884.()136. 
 
 3. Wliat is the diameter of a circle whose circumference is 
 11652.1904? Ans. 37.09. 
 
 4. What is the diameter of a circle whose circumference is 
 6850? ' Ans. 2180.41. 
 
 PR^OBLEM IX 
 
 To find the length of an arc of a circle containing any numbei 
 of degrees. 
 
 Rule. — Multiply the numher of degrees in the given arc hy 
 0.0087266, and the product hy the diameter of the circle. 
 
 Since the circumference of a circle whose diameter is 1, is 
 3.1416, it follows, that if 3.1416 bo divided by 360 degrees, 
 the quotient will be the length of an arc of 1 degree : that is, 
 
 ^•^'^^"=0.0087266=: arc of one degree to the diameter 1. 
 
 360 
 This being multiplied by the number of degrees in an arc, the 
 product will be the length of that arc in the circle whose diam- 
 eter is 1 ; and this product being then multiplied by the diam- 
 eter, will give the length of the arc for any diameter whatever. 
 
 Remark. — When the arc contains degrees and minutes, re- 
 duce the minutes to the decimal of a degree, which is done by 
 dividing them by 60. 
 
 1. To find the length of an arc of 30 degrees, the diameter 
 being 18 feet. Ans, 4.712364. 
 
 2. To find the length of an arc of 12° 10', or 12^°, the diam- 
 eter being 20 feet. Ans. 2.123472. 
 
 3. What is the length of an arc of 10° 15', or 10^°, in a cir- 
 cle whose diameter is 68 ? Ans. 6.082396. 
 
 PROBLEM X. 
 To find the area of a circle. 
 
 Rule I. — Multiply the circumference hy half the radius (Book 
 
 V. Prop. XII.). 
 Rule II. — Multiply the square of the radius hy S.14l^ (Book 
 
 V. Prop. XII. Cor. 2). 
 
 1. To find the area of a circle whose diameter is 10 and 
 circumference 31.416. Ans. 78.54. 
 
MENSURATION OF SURFACES. 283 
 
 2. Find thp area of a circle whose diameter is 7 and cir- 
 cunriference 21.9912. Ans. 38.4846. 
 
 3. How many square yards in a circle whose diameter is 
 3^- feet? Ans. 1.069016. 
 
 4. What is the area of a circle whose circumference is 12 
 feet? Ans. 11.4595. 
 
 PROBLEM XI. 
 To find the area of the sector of a circle. 
 
 Rule T. — Multiply the arc of the sector hy half the radius (Book 
 V. Prop. XII. Cor. l). 
 
 Rule II. — Compute the area of the whole circle: then say^ as 
 360 decrees is to the degrees in the arc of the sector, so is the 
 area of the whole circle to the area of the sector. 
 
 1. To find the area of a circular sector whose arc contains 
 18 degrees, the diameter of the circle being 3 feet. 
 
 Ans. 0.35343. 
 
 2. To find the area of a sector whose arc is 20 feet, the 
 radius being 10. Ans. 100. 
 
 3. Required the area of a sector whose arc is 147° 29', and 
 radius 25 feet. * Ans. 804.3980. 
 
 PROBLEM XIL 
 To find the area of a segment of a circle. 
 
 Rule. — 1. Find the area of the sector having the same arc, hy 
 the last problem. 
 
 2. Find the area of the triangle formed hy the chord of the 
 segment and the two radii of the sector. 
 
 3. Then add these two together for the answer when the seg- 
 ment is greater than a semicircle, and subtract' them when it 
 is less. 
 
 1. To find the area of the segment p • 
 
 ACB, its chord AB being 12, and the ^ 
 
 radius EA, 10 feet. /^ 
 
 AsEA lOar. comp. . . 9.000000 -^At" 
 
 : AD 6 0.778151 [ ^^^> 
 
 :: sinD 90^ 10.000000 
 
 sin AED 30° 52' = 36.87 9.778151 
 2 
 
 73.74 = the degrees in the arc ACB. 
 
 jiH«>. 
 
184 MENSURATION OF SURFACES. 
 
 Then, 0.008726G x 73.74 x 20 = 12.87 = arc ACB, nearly. 
 
 5 " 
 
 G4.35 = areaEACB. 
 
 Again, VEA'^— AD" = V 100—36= n/G4=8=:ED; 
 and Gx8=:48 = the area of tlie triangle EAB. 
 
 Hence, sect. EACH— EAB = 64.35— 48 = iG.35 = ACB. 
 
 2. Find the area of the segment whose height is 18, the 
 diameter of the circle being 50. Ans. G3G.4834. 
 
 3. Required the area of the segment whose chord is IG, the 
 diameter being 20. Ans. 44.7G4. 
 
 PROBLEM XIII. ♦ 
 
 To find the area of a circular ring: that is, the area included 
 between the circumferences of two circl-es which have a 
 common centre. 
 
 Rule. — TaJie the difference between the areas of the two circles. 
 Or, subtract the square of the less radius from the square of 
 the greater i and multiply the remainder by 3. HI 6. 
 
 For the area of the larger is R-t 
 
 and of the smaller r-'t 
 
 Their difference, or the area of the ring, is (R- — y-j-r. 
 
 1. The diameters of two concentric circles being 10 and G, 
 required the area of the ring contained between their circum- 
 ferences. Ans. 50.2G5G. 
 
 2. What is the area of the ring when the diameters of the 
 circles are 10 and 20? Ans. 235.G2. 
 
 PROBLEM XIV. 
 
 To find the area of an ellipse, or oval.* 
 
 Rule. — Multiply the two semi-axes tdgether^ and their product 
 by 3.1416. 
 
 r 
 
 1. Required the area of an ellipse 
 whose semi-axes AE, EC, are 35 and 25. 
 Ans. 2748.9. 
 
 * Although this rule, and the one for (he following prollem, cannot be de- 
 monstrated without the aid of principles not yet C(wiFi(lered, ^till it was tlion{jl»t 
 host to insert them, as they coinplelo tlic rules necessary for the mensuration 
 of planes. 
 
MENSURATION OF SOLIDS. 285 
 
 2. Required the area of an ellipse whose axes are 24 and 18. 
 
 Ans. 339.2928. 
 
 PROBLEM XV. 
 
 To find the- area of any portion of a parabola. 
 
 Rule. — Multiply the base by the perpendicular height, and take 
 two-thirds of the product for the required area. 
 
 C 
 
 1. To find the area of the parabola 
 ACB, the base AB being 20 and the al- 
 titude CD, 18. 
 
 ^715. 240. 
 
 / ^ A 
 
 2. Required the area of a parabola, the base being 20 and 
 the altitude 30. Ans, 400. 
 
 MENSURATION OF SOLIDS. 
 
 The mensuration of solids is divided into two parts. 
 
 1st. The mensuration of their surfaces ; and, 
 
 2dly. The mensuration of their solidities. 
 
 We have already seen, that the unit of measure for plane 
 surfaces is a square whose side is the unit of length. 
 
 A curved line which is expressed by numbers is also referred 
 to a unit of length, and its numerical value is the number of 
 times which the line contains its unit. If, then, we suppose the 
 linear unit to be reduced to a right line, and a square con- 
 structed on this line, this square will be the unit of measure 
 for curved surface^/ 
 
 The unit of solidity is a cube, the face r»f which is equal to 
 the superficial unit in which the surface of the solid is estimated, 
 and the edge is equal to the linear unit in which the linear di- 
 mensions of the solid are expressed (Book VII. Prop. XIII. 
 Sch.). 
 
 The following is a table of solid measures : — 
 
 1728 
 
 cubic inches 
 
 = 1 cubic foot. 
 
 27 
 
 cubic feet 
 
 = 1 cubic yard. 
 
 44921 
 
 cubic feet 
 
 = 1 cubic rod. 
 
 282 
 
 cubic inches 
 
 = 1 ale gallon. 
 
 231 
 
 cubic inches 
 
 = 1 wine gallon 
 
 2150.42 
 
 cubic inches 
 
 = 1 bushel. 
 
280 MENSURATION OF SOLIDS. 
 
 OF POLYEDRONS, OR SURFACES BOUNDED BY PLANES. 
 
 PROBLEM I. 
 
 To find the surface of a right prism. 
 
 Rule. — Multiply the perimeter of the base hi/ the altitude, and 
 the product will be the convex surface (Book VII. Prop. I.). 
 To this add the area of the two bases, when the entire surface 
 is I'equired. 
 
 1. To find the surface of a cube, the length of each side 
 being 20 feet. Ans. 2400 sq.ft. 
 
 2. To find the whole surface of a triangular prism, whose 
 base is an equilateral triangle, having each of its sides equal 
 to 18 inches, and altitude 20 feet. Ans. 91.949. 
 
 3. What must be paid for lining a rectangular cistern with 
 lead at 2d. a pound, the thickness of the lead being such as to 
 require libs, for each square foot of surface ; the inner dimen- 
 sions of the cistern being as follows, viz. the length 3 feet 2 
 inches, the breadth 2 feet 8 inches, and the depth 2 feet C inches ? 
 
 ^ , Ans. 21. 3s. lO'^d. 
 
 PROBLEM IL 
 
 To find the surface of a regular pyramid. 
 
 Rule. — Multiply the perimeter of the base by haf the slant 
 height, and the product will be the convex surface (Book VII. 
 Prop. IV.) : to this add the area of the base, when the entire 
 surface is required. 
 
 1. To find the convex surface of a regular triangular pyra- 
 mid, the slant height being 20 feet, and each side of tlie base 
 3 feet. Ans. 90 sq.ft. 
 
 2. What is the entire surface of a regular pyramid, w'hose 
 slant height is 15 feet, and the base a pentagon, of which each 
 side is 25 feet ? Ans. 2012.798. 
 
 PROBLEM III. 
 
 To find the convex surface of the frustum of a regular 
 pyramid. 
 
 Rule. — Multiply the half sum of the perimeters of the two 
 bases by the slant hei<rht of the fn/stum. and the product will 
 be the convex surface (Book VlL Prop. iV. Cor.). 
 
MENSURATION OF SOLIDS. 287 
 
 1. How many square feet are there in the convex surface of 
 he frustum of a square pyramid, whose slant height is 10 feet, 
 
 each side of the lower base 3 feet 4 inclies, and each side of 
 the upper base 2 feet 2 inches? Ans. 110 sq. ft. 
 
 2. Wiiat is the convex surface of the frustum of an hepta- 
 gona^ pyramid whose slant iieight is 55 feet, each side of the 
 lower base 8 i'eet, and each side of the upper base 4 leet ? 
 
 Ans. 2310 s^. ft. 
 
 PROBLEM IV 
 
 To find the soli-dity of a prism. 
 
 Rule. — 1. Find the area of the base. 
 
 2. Muhip'y the area of the base by the altitude, and the pro- 
 duct will be the soliditij of the prism (Book VII. Prop. XIV.). 
 
 1. What is the solid content of a cube whose side is 24 
 inches? ' Ans. 13824. 
 
 2. How many cubic feet in a block of marble, of which the 
 length is 3 feet 2 inches, breadth 2 feet 8 inches, and height or 
 thickness 2 feet 6 inches? Ans. 21^. 
 
 3. How many gallons of water, ale measure, will a cistern 
 contain, whose dimensions are the same as in the last example ? 
 
 Ans. 129if 
 
 4. Required the solidity of a triangular prism, whose height 
 is 10 feet, and the three sides of its triangular base 3, 4, and 5 
 feet. Ans. 60. 
 
 PROBLEM V, 
 
 To find the solidity of a pyramid. 
 
 Rule. — Multiply the area of the base by one-third of the alti- 
 tude, and the product will be the solidity (Book VII. Prop. 
 XVII.). 
 
 1. Required the solidity of a square pyramid, each side of 
 its base being 30, and the altitude 25. Ans. 7500. 
 
 . 2. To find the solidity of a triangular pyramid, whose alti- 
 tude is 30, and each side of the base 3 feet. Ans. 38.9711. 
 
 3. To find the solidity of a triangular pyramid, its altitude 
 being 14 feet 6 inches, and the three sides of its base 5, 6, and 
 7 feet. Ans. 71.0352. 
 
 4. What is the solidity of a pentagonal pyramid, its altitude 
 being 12 feet, and each side of its base 2 feet ? 
 
 Ans. 27.5276. 
 
 5. What is the solidity of an hexagonal pyramid, whose alti- 
 tude is 6.4 feet, and each side of its base 6 inches ? 
 
 Ans. 1.38564. 
 
2S8 MENSURATION OI- SOLIDS. 
 
 PROBLEM VI. 
 To find the solidity of the frustum of a pyramid. 
 
 Rule. — Add together the areas of the two bases of the frustum 
 and a mean proportional between them, and then multiply the 
 sum by one-third of the altitude (Book VII. Prop. XVllI.). 
 
 1. To find the number of solid feet in a piece of timber, 
 whose bases are squares, each side of the lower base being 15 
 inches, and each side of the upper base 6 inches, the altitude 
 being 24 feet. Ans. 19.5. 
 
 2. Required the solidity of a pentagonal frustum, whose alti- 
 tude is 5 feet, each side of the lower base 18 inches, and each 
 side of the upper base 6 inches. Ans. 9.31925. 
 
 Definitions. 
 
 1. A wedge is a solid bounded by five c? H 
 pian^ps : viz. a rectangle ABCD, called 
 the base of the wedge ; two trapezoids 
 ABHG, DCHG, which are called the 
 sides of the wedge, and which intersect 
 each other in the edge GH ; and the two 
 triangles GDA, HCB, which are called 
 the ends of tlie wedge. 
 
 When AB, the length of the base, is equal to GH, the trape- 
 zoids ABHG, DCHG, become parallelograms, and the wedge 
 is then one-half the parallelopipedon described on the base 
 ABCD, and having the same altitude with the wedge. 
 
 The altitude of the wedge is the perpendicular let fall from 
 any point of the line GH, on the base ABCD. 
 
 2. A rectangular prismoid is a solid resembling the frustum 
 of a quadrangular pyramid. The upper and lower bases are 
 rectangles, having their corresponding sides parallel, and the 
 convex surface is made up of four trapezoids. The altitude of 
 the prismoid is the perpendicular distance between its bases. 
 
 PROBLEM VIL 
 To find the solidity of a wedge. 
 
 Rule. — To twice the length of the base add the length of the 
 edge. Multiply this sum by the breadth of the base, and then 
 by the altitude of the wedge, and take one-sixth of the product 
 for the solidity. 
 
MENSURATION OF SOLIDS. 
 
 289 
 
 the 
 
 length 
 
 Let L=AB, 
 
 the base. 
 
 /=GH, the length 
 the edge. 
 
 b=BC, the breadth of 
 the base. 
 
 /i=PG, the altitude 
 the wedge. 
 
 Then, L— Z=AB— GH = 
 AM. 
 
 Suppose AB, the length of the base, to be equal to GH, the 
 length of the edge, the solidity will then be equal to half the 
 parallelopipedon having the same base and the same altitude 
 (Book VII. Prop. Yll.y. Hence, the solidity will be equal 
 to iblh (Book VII. Prop. XIV.).' 
 
 If the length of the base is greater than that of the edge, 
 let a section MNG be made parallel to the end BCH. The 
 wedge will then be divided into the triangular prism BCH-M, 
 and the quadrangular pyramid G-AMND. 
 
 The solidity of the prism =^bhl, the solidity of the pyramid 
 -=^bh(h—l); and their sum, ibhl+^bh(L—r)=}bhSl+ibh2h 
 — J-fe/i2/=jM(2L + /). 
 
 If the length of the base is less than the length of the edge, 
 the solidity of the wedge will be equal to the difference be- 
 tween the prism and pyramid, and we shall have for the solid- 
 ity of the wedge, 
 
 yblil—^bh{l—L) =}bh2l—l bh2l+l bh2L=ibh{2L + /). 
 
 1. If the base of a wedge is 40 by 20 feet, the edge 35 feet, 
 and the altitude 10 feet, what is the solidity ? 
 
 Ans. 3833.33. 
 
 2. The base of a wedge being 18 feet by 9, the edge 20 
 feet, and the altitude 6 feet, what is the solidity ? 
 
 Ans, 504. 
 
 PROBLEM VIII. 
 
 To find the solidity of a rectangular prismoid. 
 
 Rule. — Add together the areas of the two bases and four times 
 the area of a parallel section at equal distances from the 
 bases : then multiply th$ sum by one-sixth of the altitude. 
 
 Bb 
 
290 MENSURATION OF SOLIDS. 
 
 Let L and B be the length and 
 breadth of the lower base, / and h the 
 length and breadth of the upper base, 
 M and m the length and breadth of the 
 section equidistant from the bases, and 
 h the altitude of the prismoid. 
 
 Through the diagonal edges L and 
 t let a plane be passed, and it will di- 
 vide the prismoid into two wedges, 
 having for bases, the bases of the prismoid, and for edges the 
 lines L and l'=L J 
 
 The solidity of these wedges, and consequently of the pris- ' 
 moid, is 
 
 But since M is equally distant from L and /, we have 
 2M=L + /, and 2m=:B + b', 
 hence, 4Mm=(L+/) x (B + 6)=BL + BZ+6L+R 
 
 Substituting 4Mm for its value in the preceding equation, 
 and we have for the solidity 
 
 i/i(BL+M+4Mm). 
 
 Remark. — This rule may be applied to any prismoid what- 
 ever. For, whatever be the form of the bases, there may be 
 inscribed in each the same number of rectangles, and the num- 
 ber of these rectangles may be made so great that their sum 
 in each base will differ from that base, by less than any assign- 
 able quantity. Now, if on these rectangles, rectangular pris- 
 moids be constructed, their sum will differ from the given pris- 
 moid by less than any assignable quantity. Hence the rule is 
 general. 
 
 1. One of the bases of a rectangular prismoid is 25 feet by 
 20, the other 15 feet by 10, and the altitude 12 feet ; required 
 the solidity. Ans. 3700. 
 
 2. What is the solidity of a stick of hewn timber, whose 
 endg are 30 inches by 27, and 24 inches by 18, its length being 
 24 feet? Ans. 102 feet. 
 
 OP THE MEASURES OP THE THREE ROUND BODIES, 
 
 PROBLEM IX. 
 
 To find the surface of a cylinder. 
 
 Rule. — Multiply the circumference of the base by the altitude, 
 and the product will be the convex surface (Book VIII. Prop. 
 I.). To this add the areas of the two bases , when the entire 
 surface is required. 
 
MENSURx\TION OF SOLIDS. 291 
 
 I - 
 
 1. What is the convex surface of a cylinder, the diameter 
 
 of whose base is 20, and whose altitude is 50 ? 
 
 Ans. 3141.6. 
 
 S 2. Required the entire surface of a cylinder, whose altitude 
 
 is 20 feet, and the diameter of its base 2 feet. 
 
 ^715. 131.9472. 
 
 ■ PROBLEM X. 
 
 ' To find the convex surface of a cone. 
 
 Rule. — Multiply the circumference of the base by half the side 
 \ (Book VIII. Prop. III.) : to which add the area of the base, 
 I when the entire surface is required. 
 
 f 1. Required the convex surface of a cone, whose side is 50 
 feet, and the diameter of its base 8^ feet. Ans. 667.59. 
 
 2. Required the entire surface of a cone, whose side is 36 
 and the diameter of its base 18 feet. Ans. 1272.348. 
 
 PROBLEM XI. 
 
 To find the surface of the frustum of a cone. 
 
 Rule. — Multiply the side of the frustum by half the sum of the 
 circumferences of the two bases, for the convex surface (Book 
 VIII. Prop. IV.) : to which add the areas of the two bases, 
 when the entire surface is required. 
 
 1. To find the convex surface of the frustum of a cone, the 
 side of the frustum being 12^ feet, and the circumferences of 
 the bases 8.4 feet and 6 feet. Ans. 90. 
 
 2. To find the entire surface of the frustum of a cone, the 
 side bemg 16 feet, and the radii of the bases 3 feet and 2 feet. 
 
 Ans. 292.1688. 
 
 PROBIiEM XII. 
 
 To find the solidity of a cylinder. 
 
 Rule. — Multiply the area of the base by the altitude (Book VIII. 
 Prop. II.). 
 
 1. Required the solidity of a cylinder whose altitude is 12 
 feet, and the diameter of its base 15 feet. Ans. 2120.58. 
 
 2. Required the solidity of a cylinder whose altitude is 20 
 feet, and the circumference of whose base is 5 feet 6 inches. 
 
 Arts. 48.144. 
 
292 MENSURATION OF SOLIDS. 
 
 PROBLEM XIII. 
 
 To find the solidity of a cone. 
 
 Rule. — Multiply the area of the base by the altitude^ and take 
 one-third of the product (Book VIII. Prop. V.). 
 
 1. Required the soHdity of a cone whose aUitude is 27 feet, 
 and the diameter of the base 10 feet. Ans. 706.86. 
 
 2. Required the sohdity of a cone whose altitude is 10^ feet, 
 and the circumference of its base 9 feet. Ans. 22.56. 
 
 PROBLEM XIV. 
 
 To find the solidity of the frustum of a cone. 
 
 Rule. — Add together the areas of the two bases and a mean 
 proportional between them, and then multiply the sum by one- 
 third of the altitude (Book VIII. Prop. VI.). 
 
 1. To find the solidity of the frustum of a cone, the altitude 
 being 18, the diameter of the lower base 8, and that of the 
 upper base 4. Ans. 527.7888. 
 
 2. What is the solidity of the frustum of a cone, the altitude 
 being 25, the circumference of the lower base 20, and that of 
 the upper base 10? Ans. 464.216. 
 
 3. If a cask, which is composed of two equal conic frustums 
 joined together at their larger bases, have its bung diameter 28 
 inches, the head diameter 20 inches, and the length 40 inches 
 how many gallons of wine will it contain, there being 231 cubic 
 inches in a gallon ? Ans. 79.0613. 
 
 PROBLEM. XV. 
 
 To find the surface of a sphere. 
 
 -iix" Rule I. — Multiply the circumference of a great circle by the 
 diameter (Book VIII. Prop. X.). 
 
 Rule II. — Multiply the square of the diameter^ or four times 
 the square of the radius, by 3.1416 (Book VIII. Prop. X. 
 Cor.). 
 
 1. Required the surface of a sphere whose diameter is 7. 
 
 Ans. 153.9384. 
 
 2. Required the surface of a sphere whose diameter is 24 
 inches. Ans. 1809.5616 in. 
 
 3. Required the area of the surface of the earth, its diam- 
 eter being 7921 miles. Ans. 197111024 sq. miles. 
 
 4. What is the surface of a sphere, the circumference of its 
 great circle being 78.54? Ans. 1963.5. 
 
MENSURATION OF SOLIDS. 293 
 
 PROBLEM XVI. 
 To find the surface of a spherical zone. 
 
 Rule. — Multiply the altitude of the zone by the circumference 
 of a great circle of the sphere, and the product will he the 
 surface (Book Vlll. Prop. X. Sch. 1). 
 
 1. The diameter of a sphere being 42 inches, what is the 
 convex surface of a zone whose altitude is 9 inches ? 
 
 Ans. USl[.5248sq.in, 
 
 2. If the diameter of a sphere is 12^ feet, what will be the 
 surface of a zone whose altitude is 2 feet? 
 
 Ans, 78.54 sq, ft, 
 
 PROBLEM XVII. 
 To find the solidity of a sphere. 
 
 Rule I. — Multiply the surface by one-third of the radius (Book 
 VIII. Prop. XIV.). 
 
 Rule II. — Cube the diameter, and multiply the number thus 
 found by ^rt ; that is, by 0.5236 (Book VIII. Prop. XIV. 
 Sch. 3). 
 
 1. What is the solidity of a sphere whose diameter is 12? 
 
 Ans. 904.7808. 
 
 2. What is the solidity of the earth, if the mean diameter 
 be taken equal to 7918.7 miles ? Ans, 259992792083. 
 
 PROBLEM XVIII. 
 To find the solidity of a spherical segment. 
 
 Rule. — Find the areas of the two bases, and multiply their sum 
 by half the height of the segment ; to this product add the- 
 solidity of a sphere whose diameter is equal to the height of 
 the seginent (Book VIII. Prop. XVII.). 
 
 Remark. — ^When the segment has but one base, the other is 
 to be considered equal to (Book VIII. Def. 14). 
 
 1. What is the solidity of a spherical segment, the diameter 
 of the sphere being 40, and the distances from the centre to the 
 bases, 16 and 10. Ans. 4297.7088. 
 
 2. What is the solidity of a spherical segment with one base, 
 the diameter of the sphere being 8, and the altitude of the 
 seffment 2 feet? Ans, 41.888 
 
 Bb2 
 
294 MENSURATION OF SOLIDS. 
 
 3. What is the solidity of a spherical segment with one base, 
 the diameter of the sphere being 20, and the altitude of the 
 segment feet ? Ans. 1781.2872. 
 
 PROBLEM XIX. 
 
 To find the surface of a spherical triangle. 
 
 Rule. — 1. Compute the surface of the sphere on which the trian- 
 gle is formed, and divide it by 8 ; the quotient will be the sur- 
 face of the tri-rectangular triangle, 
 
 2. Add the three angles together ; from their sum subtract 
 180"^, and divide the remainder by 90^ : then multiply the tri- 
 rectangular triangle by this quotient, and the product will be 
 the surface of the triangle (Book IX. Prop. XX.). 
 
 1. Required the surface of a triangle described on a sphere, 
 whose diameter is 30 feet, the angles being 140"^, 92°, and 68°. 
 
 Ans. 471.24 sq.ft. 
 
 2. Required the surface of a triangle described on a sphere 
 of 20 feet diameter, the angles being 120° each. 
 
 Ans. Sl4:.l6 sq.ft. 
 
 PROBLEM XX. 
 To find the surface of a spherical polygon. 
 
 Rule. — 1. Find the tri-rectangular triangle, as before. 
 
 2. From the sum of all the angles take the product of two 
 right angles by the number of sides less two. Divide the re- 
 mainder by 90°, and. multiply the tri-rectangular triangle by 
 the quotient : the product will be the surface of the polygon 
 (Book IX. Prop. XXL). 
 
 1. What is the surface of a polygon of seven sides, de- 
 scribed on a sphere whose diameter is 17 feet, the sum of the 
 angles being 1080° ? Ans. 226.98. 
 
 2. What is the surface of a regular polygon of eight sides, 
 described on a sphere whose diameter is 30, each angle of the 
 polygon being 140° ? ^715.157.08. 
 
 OF THE REGULAR POLYEDRONS. 
 
 In determining the solidities of the regular polyedrons, it 
 becomes necessary to know, for each of them, the angle con- 
 tained between any two of the adjacent faces. The determi- 
 nation of this angle involves the following property of a regu- 
 lar polygon, viz. — 
 
MENSURATION OF SOLIDS. 
 
 295 
 
 Half the diagonal wliich joins the extremities of two adjacent 
 sides of a regular polygon, is equal to the side of the polygon 
 multiplied hy the cosine of the angle which is obtained by di- 
 viding 360° by twice the number of sides : the radius being 
 equal to unity. 
 
 Let ABODE be any regular poly- 
 gon. Draw the diagonal AC, and from 
 the centre F draw FG, perpendicular 
 to AB. Draw also AF, FB ; the lat- 
 ter will be perpendicular to the diag- 
 onal AC, and will bisect it at H (Book 
 in. Prop. VI. Sch.). 
 
 Let the number of sides of the poly- 
 gon be designated by n : then, 
 
 AFB =??2!, and AFG =. CAB 
 
 360'= 
 
 n 2n 
 
 But in the right-angled triangle ABH, we have 
 
 AH=AB cos A-AB cos —- (Trig. Th. I. Cor.) 
 
 271 
 
 Remark 1 . — ^When the polygon in question is the equilateral 
 triangle, the diagonal becomes a side, and consequently half 
 the diagonal becomes half a side of the triangle. 
 
 The perpendicular BH=AB sin frl (Trig. 
 
 Remark 8. 
 Th. I. Cor.). 
 
 2n 
 
 To determine the angle included between the two adjacent 
 faces of either of the regular polyedrons, let us suppose a plane 
 to be passed perpendicular to the axis of a solid angle, and 
 through the vertices of the solid angles which lie adjacent. 
 This plane will intersect the convex surface of the polyedron 
 in a regular polygon ; the number of sides of this polygon will 
 be equal to the number of planes which meet at the vertex of 
 either of the solid angles, and each side will be a diagonal of 
 one of the equal faces of the polyedron. 
 
 Let D be the vertex of a solid angle, 
 CD the intersection of two adjacent faces, 
 and ABC the section made in the convex 
 surface of the polyedron by a plane per- 
 pendicular to the axis through D. 
 
 Through AB let a plane be drawn per- 
 pendicular to CD, produced if necessary, 
 and suppose AE, BE, to be the lines in 
 
2*J6 
 
 MENSURATION OF SOLIDS. 
 
 which this plane intersects the adjacent 
 faces. Then will AEB be the angle in- 
 cluded between the adjacent faces, and 
 FEB will be half that angle, which we 
 will represent by ^A. 
 
 Then, if we represent by n the num- 
 ber of faces which meet at the vertex of j^ 
 the solid angle, and by m the number of 
 sides of each face, we shall have, from what has 
 been shown, 
 
 300° 
 
 BF=:BC cos ??2!, 
 
 and EB=BC sin 
 
 2n 
 
 But 
 
 hence, 
 
 BF 
 
 2m 
 
 — =sin FEB = sin ^A, to the radius of unity ; 
 £B 
 
 cos 
 
 sin ^A=. 
 
 360° 
 ~2n' 
 
 sm 
 
 360° 
 
 42' 
 
 This formula gives, for the plane angle formed by every two 
 adjacent faces of the 
 
 Tetraedron 70° 31' 
 
 Hexaedron . 90° 
 
 Octaedron . . . . . . . . 109° 28' 
 
 Dodecaedron 116° 
 
 Icosaedron 138° 
 
 18" 
 33' 54" 
 ir 23' 
 
 Having thus found the angle included between the adjacent 
 faces, we can easily calculate the perpendicular let fall from 
 the centre of the polyedron on one of its faces, when the faces 
 themselves are known. 
 
 The following table shows the solidities and surfaces of the 
 regular ()olyedrons, when the edges are equal to 1. 
 
 A TABLE OP THE REGULAR POLYEDRONS WHOSE EDGES ARE 1. 
 
 Names. 
 
 No. of Faces. 
 
 Tetraedron . 
 
 . . . . 4 . . . 
 
 Hexaedron . 
 
 ... 6 . . . 
 
 Octaedron. . 
 
 ... 8 . . . 
 
 Dodecaedron 
 
 . . . . 12 . . . 
 
 Icosaedron . 
 
 . . . 20 . . . 
 
 Surface. Solidity. 
 
 1.7320508 .... 0.1178513 
 
 6.0000000 . . . : 1.0000000 
 
 3.4641016 .... 0.4714045 
 
 20.0457288 .... 7.6631189 
 
 8.6602540 .... 2.1816950 
 
MENSURATION OF SOLIDS 297 
 
 PROBLEM XXI. 
 
 To find the solidity of a regular polyedron. 
 
 Rule I. — Multiply the surface hy one-third of the perpendicular 
 let fall from the centre on one of the faces ^ and the product 
 will be the solidity. 
 
 Rule- II. — Multiply the cube of one of the edges by the solidity 
 of a similar polyedron, whose edge is 1. 
 
 The first rule results from the division of the polyedron into 
 as many equal pyramids as it has faces. The second is proved 
 by considering that tw^o regular polyedrons having the same 
 number of faces may be divided into an equal number of simi- 
 lar pyramids, and that the sum of the pyramids which make 
 up one of the polyedrons will be to the sum of the pyramids 
 which make up the other polyedron, as a pyramid of the first 
 sum to a pyramid of the second (Book II. 'Prop. X.) ; that is, 
 as the cubes of their homologous edges (Book VII. Prop. XX.) ; 
 that is, as the cubes of the edges of the polyedron. 
 
 1. What is the solidity of a tetraedron whose edge is 15? 
 
 lAns. 397.75. 
 
 2. What is the solidity of a hexaedron whose edge is 12? 
 
 Ans, 1728. 
 
 3. What is the solidity of a octaedron whose edge is 20 ? 
 
 Ans. 3771.236. 
 
 4. What is the solidity of a dodecaedron whose edge is 25 ? 
 
 Ans. 119736.2328. 
 
 5. What is the solidity of an icosaedron whose side is 20 ? 
 
 Ans, 17453.56. 
 
V ^ 
 
A TABLE 
 
 OF 
 
 LOGARITHMS OF JTUMBERS 
 
 FROM 1 TO 10,000. 
 
 N. 
 
 IjOC. 
 
 N. 
 
 Lofi. 
 
 N. 
 
 l^f'K. 
 
 N. 
 
 Loff. 
 
 1 
 
 0.000000 
 
 26 
 
 1.414973 
 
 51 
 
 1.707570 
 
 76 
 
 1.880814 
 
 2 
 
 0.301030 
 
 27 
 
 1.431364 
 
 52 
 
 1.716003 
 
 77 
 
 1.886491 
 
 3 
 
 0.477121 
 
 28 
 
 1.447158 
 
 53 
 
 1.724276 
 
 78 
 
 1.892095 
 
 4 
 
 0.602060 
 
 29 
 
 1.462398 
 
 54 
 
 1.732394 
 
 79 
 
 1.897627 
 
 5 
 
 0.698970 
 
 30 
 
 1.477121 
 
 55 
 
 1.740.363 
 
 80 
 
 1.903090 
 
 6 
 
 0.778151 
 
 31 
 
 1.491362 
 
 56 
 
 1.748188 
 
 81 
 
 1 . 908485 
 
 7 
 
 0.845098 
 
 32 
 
 1.505150 
 
 57 
 
 1.7.55875 
 
 82 
 
 1.913814 
 
 8 
 
 0.903090 
 
 33 
 
 1.518514 
 
 58 
 
 1.763428 
 
 83 
 
 1.919078 
 
 9 
 
 0.954243 
 
 34 
 
 1.531479 
 
 59 
 
 1.770852 
 
 84 
 
 1.924279 
 
 If) 
 
 1.000000 
 
 35 
 
 1.544068 
 
 60 
 
 1.778151 
 
 85 
 
 1.929419 
 
 li 
 
 1.041393 
 
 36 
 
 1.556303 
 
 61 
 
 1.785330 
 
 86 
 
 1.934498 
 
 12 
 
 1.079181 
 
 37 
 
 1.. 568202 
 
 62 
 
 1.792392 
 
 87 
 
 1.939519 
 
 13 
 
 1.113943 
 
 38 
 
 1.579784 
 
 63 
 
 1.799341 
 
 88 
 
 1.944483 
 
 14 
 
 1.146128 
 
 39 
 
 1.591065 
 
 64 
 
 1.806180 
 
 89 
 
 1.949390 
 
 15 
 
 1.176091 
 
 40 
 
 1.602060 
 
 G5 
 
 1.812913 
 
 90 
 
 1.954243 
 
 16 
 
 1.204120 
 
 41 
 
 1.612784 
 
 66 
 
 1.819544 
 
 91 
 
 1.959041 
 
 17 
 
 1.230449 
 
 42 
 
 1.623249 
 
 67 
 
 1.826075 
 
 92 
 
 1.963788 
 
 18 
 
 1.255273 
 
 43 
 
 1.633468 
 
 08 
 
 1.832509 
 
 93 
 
 1.968483 
 
 19 
 
 1.278754 
 
 44 
 
 1.643453 
 
 69 
 
 1.838849 
 
 94 
 
 1.973128 
 
 "zO 
 
 1.3010.30 
 
 45 
 
 1.653213 
 
 70 
 
 1.845098 
 
 95 
 
 1.977724 
 
 21 
 
 1.322219 
 
 46 
 
 1.662758 
 
 71 
 
 1.851258 
 
 96 
 
 1.982271 
 
 22 
 
 1.342423 
 
 47 
 
 1.672098 
 
 72 
 
 1.8.57333 
 
 97 
 
 1.986772 
 
 23 
 
 1.361728 
 
 48 
 
 1.681241' 
 
 73 
 
 1.863323 
 
 98 
 
 1.991226 
 
 24 
 
 1.380211 
 
 49 
 
 1.690196 
 
 74 
 
 1.869232 
 
 99 
 
 1.995635 
 
 25 
 
 1.397940 
 
 50 
 
 1.698970 
 
 75 
 
 1.875061 
 
 100 
 
 2.000000 
 
 N.B. In the following table, in the last nine columns of each 
 page, Avhere the first or leading figures change from 9's to O's, 
 points or dots are introduced instead of the O's through the rest 
 Df the line, to catch the eye, and to indicate that from thence 
 the annexed first two figures of the Logarithm in the second 
 column stand in the next lower line. 
 
 1 
 
A TABLE OF LOGARITHMS FROM 1 -£0 10,000. 
 
 IN. 1 1 1 1 2 1 3 i 4 i 5' i 6 1 7 1 8 1 9 1 D. I 
 
 100 
 
 OOOOOOi 0434 
 
 0868 
 
 1301 
 
 1734 
 
 2166 
 
 2598 1 3029 
 
 3461 
 
 3891 
 
 432 
 
 101 
 
 4321 
 
 4751 
 
 5181 
 
 5609 
 
 6038 
 
 6466 
 
 6S94 
 
 7321 
 
 7748 
 
 8174 
 
 428 
 
 102 
 
 8G00 
 
 9026 
 
 9451 
 
 9876 
 
 .300 
 
 .724 
 
 1147 
 
 1570 
 
 1993 
 
 2416 
 
 424 
 
 103 
 
 012837 
 
 3259 
 
 3680 
 
 4100 
 
 4531 
 
 4940 
 
 5360 
 
 5779 
 
 6197 
 
 6616 
 
 419 
 
 104 
 
 7033 
 
 7451 
 
 7868 
 
 8284 
 
 8700 
 
 9116 
 
 9532 
 
 9947 
 
 .361 
 
 .775 
 
 416 
 
 105 
 
 021189 
 
 1603 
 
 2016 
 
 2428 
 
 2841 
 
 3252 
 
 3664 
 
 4075 
 
 4486 
 
 4896 
 
 412 
 
 106 
 
 5306 
 
 5715 
 
 ,6125 
 
 6533 
 
 6942 
 
 7350 
 
 7757 
 
 8164 
 
 8571 
 
 8978 
 
 408 
 
 107 
 
 9384 
 
 9789 
 
 .195 
 
 .600 
 
 1004 
 
 1408 
 
 1812 
 
 2216 
 
 2619 
 
 3021 
 
 404 
 
 108 
 
 033424 
 
 3826 
 
 4227 
 
 4628 
 
 5029 
 
 5430 
 
 5830 
 
 6230 
 
 6629 
 
 7028 
 
 400 
 
 109 
 110 
 
 7426 
 
 7825 
 1787 
 
 8223 
 2182 
 
 8620 
 2576 
 
 9017 
 2969 
 
 9414 
 3362 
 
 9811 
 3755 
 
 .207 
 
 4148 
 
 .602 
 4540 
 
 .998 
 4932 
 
 396 
 393 
 
 041393 
 
 111 
 
 5323 
 
 5714 
 
 6105 
 
 6495 
 
 6885 
 
 7275 
 
 7664 
 
 8053 
 
 8442 
 
 8830 
 
 389 
 
 112 
 
 9218 
 
 9606 
 
 9993 
 
 .380 
 
 .766 
 
 1 1.53 
 
 1638 
 
 1924 
 
 2309 
 
 2694 
 
 386 
 
 113 
 
 053078 
 
 3463 
 
 3846 
 
 4230 
 
 4613 
 
 4996 
 
 5378 
 
 5700 
 
 6142 
 
 6524 
 
 382 
 
 114 
 
 6905 
 
 7286 
 
 7666 
 
 8046 
 
 8426 
 
 8805 
 
 9185 
 
 9563 
 
 9942 
 
 .320 
 
 379 
 
 115 
 
 060698 
 
 1075 
 
 1452 
 
 1829 
 
 2206 
 
 2582 
 
 2958 
 
 3333 
 
 3709 
 
 4083 
 
 376 
 
 116 
 
 4458 
 
 4832 
 
 5206 
 
 5580 
 
 5953 
 
 6326 
 
 G699 
 
 7071 
 
 7443 
 
 7815 
 
 372 
 
 117 
 
 8186 
 
 8557 
 
 8928 
 
 9298 
 
 9668 
 
 ..38 
 
 .407 
 
 .776 
 
 1145 
 
 1514 
 
 369 
 
 118 
 
 071882 
 
 2250 
 
 2617 
 
 2985 
 
 3352 
 
 3718 
 
 4085 
 
 4451 
 
 4816 
 
 5182 
 
 366 
 
 119 
 120 
 
 5547 
 
 5912 
 9543 
 
 6276 
 9904 
 
 6640 
 .266 
 
 7004 
 .626 
 
 7368 
 .987 
 
 7731 
 13"47 
 
 8094 
 1707 
 
 8457 
 2067 
 
 8819 
 2426 
 
 363 
 3§0 
 
 079181 
 
 121 
 
 082785 
 
 3144 
 
 3503 
 
 3861 
 
 4219 
 
 4576 
 
 4934 
 
 5291 
 
 5647 
 
 6004 
 
 357 
 
 122 
 
 6360 
 
 6716 
 
 7071 
 
 7426 
 
 7781 
 
 8136 
 
 8490 
 
 8845 
 
 9198 
 
 9552 
 
 355 
 
 123 
 
 9905 
 
 .258 
 
 .611 
 
 .963 
 
 1315 
 
 1667 
 
 2018 
 
 2370 
 
 2721 
 
 3071 
 
 351 
 
 124 
 
 093422 
 
 3772 
 
 4122 
 
 4471 
 
 4820 
 
 5169 
 
 6518 
 
 5866 
 
 6215 
 
 6562 
 
 349 
 
 125 
 
 6910 
 
 7257 
 
 7G04 
 
 7951 
 
 8298 
 
 8644 
 
 8990 
 
 9335 
 
 9681 
 
 ..26 
 
 346. 
 
 126 
 
 100371 
 
 0715 
 
 1059 
 
 1403 
 
 1747 
 
 2091 
 
 2434 
 
 2777 
 
 3119 
 
 3462 
 
 343 
 
 127 
 
 3804 
 
 4146 
 
 4487 
 
 4828 
 
 5169 
 
 5510 
 
 5851 
 
 6191 
 
 6531 
 
 6871 
 
 340 
 
 128 
 
 7210 
 
 7549 
 
 7888 
 
 8227 
 
 8565 
 
 8903 
 
 9241 
 
 9579 
 
 9916 
 
 .253 
 
 338 
 
 129 
 130 
 
 110590 
 
 0926 
 
 4277 
 
 1263 
 4611 
 
 1599 
 4944 
 
 1934 
 
 2270 
 
 2605 
 5943 
 
 2940 
 6276 
 
 3275 
 6608 
 
 3809 
 6940 
 
 335 
 333 
 
 113943 
 
 5278 
 
 5611 
 
 131 
 
 7271 
 
 7603 
 
 7934 
 
 8265 
 
 8595 
 
 8926 
 
 9256 
 
 9586 
 
 9915 
 
 .245 
 
 330 
 
 132 
 
 120574 
 
 0903 
 
 1231 
 
 1560 
 
 188S 
 
 2216 
 
 2544 
 
 2871 
 
 3198 
 
 3525 
 
 328 
 
 133 
 
 3852 
 
 4178 
 
 4504 
 
 4830 
 
 5156 
 
 5481 
 
 5806 
 
 6131 
 
 6456 
 
 6781 
 
 325 
 
 134 
 
 7105 
 
 74291 
 
 7753 
 
 8076 
 
 8399 
 
 8722 
 
 9045 
 
 9368 
 
 9690 
 
 ..12 
 
 823 
 
 135 
 
 130334 
 
 06551 
 
 0977 
 
 1298 
 
 1619 
 
 1039 
 
 2260 
 
 2580 
 
 2900 
 
 3219 
 
 321 
 
 136 
 
 3539 
 
 3858 
 
 4177 
 
 4496 
 
 4814 
 
 5133 
 
 5451 
 
 5769 
 
 6086 
 
 6403 
 
 318 
 
 137 
 
 6721 
 
 7037 
 
 7354 
 
 7671 
 
 7987 
 
 8303 
 
 8618 8934 
 
 9249 
 
 9564 
 
 315 
 
 138 
 
 9879 
 
 .194 
 
 .508 
 
 .822 
 
 1136 
 
 1450 
 
 1763 
 
 2076 
 
 2389 
 
 2702 
 
 314 
 
 139 
 
 140 
 
 143015 
 
 3327 
 6438 
 
 3639 
 
 6748 
 
 3951 
 
 7058 
 
 4263 
 7337 
 
 4574 
 7676 
 
 4885 
 7985 
 
 5196 
 
 8294 
 
 5507 
 8603 
 
 5818 
 8911 
 
 311 
 309 
 
 146128 
 
 141 
 
 9219 
 
 9527 
 
 9835 
 
 .142 
 
 .449 
 
 .756 
 
 1063 
 
 1370 
 
 1676 
 
 1982 
 
 307 
 
 142 
 
 152288 
 
 2594 
 
 2900 
 
 3205 
 
 3510 
 
 3815 
 
 4120 
 
 4424 
 
 4728 
 
 5032 
 
 305 
 
 143 
 
 5336 
 
 6640. 
 
 5943 
 
 6216 
 
 6549 
 
 6852 
 
 7154 
 
 7457 
 
 7759 
 
 8061 
 
 303 
 
 144 
 
 8362 
 
 8664 
 
 8965 
 
 9266 
 
 9567 
 
 9868 
 
 .168 
 
 .469 
 
 .769 
 
 1068 
 
 .301 
 
 U6 
 
 161368 
 
 1667 
 
 1987 
 
 2266 
 
 2564 
 
 2863 
 
 3161 
 
 3460 
 
 3758 
 
 4055 
 
 299 
 
 146 
 
 4353 
 
 4650 
 
 4947 
 
 5244 
 
 5541 
 
 5838 
 
 6134 
 
 6430 
 
 6726 
 
 7022 
 
 297 
 
 147 
 
 7317 
 
 7613 
 
 7908 
 
 8203 
 
 8497 
 
 8792 
 
 9086 
 
 9.380 
 
 9674 
 
 9968 
 
 295 
 
 148 
 
 170262 
 
 0555 
 
 0848 
 
 1141 
 
 1434 
 
 1726 
 
 2019 2311 
 
 2603 
 
 2895 
 
 293 
 
 149 
 150 
 
 3186 
 
 3478 
 6381 
 
 3769 
 6670 
 
 4060 
 6959 
 
 4351 
 
 7248 
 
 4541 
 7536 
 
 4932 
 
 7825 
 
 5222 
 8113 
 
 5512 
 8401 
 
 5802 
 8689 
 
 291 
 289 
 
 176091 
 
 151 
 
 8977 
 
 9264 
 
 9552 
 
 9839 
 
 .126 
 
 3270 
 
 .699 
 
 .985 
 
 1272 
 
 1558 
 
 287 
 
 152 
 
 181844 
 
 2129 
 
 2415 
 
 2700 
 
 2985 
 
 3555 3839 
 
 4123 
 
 4407 
 
 285 
 
 153 
 
 4691 
 
 4975 
 
 5259 
 
 5542 
 
 5825 
 
 6108 
 
 6391 6674 
 
 6956 
 
 7239 
 
 283 
 
 154 
 
 7521 
 
 7803 
 
 8084 
 
 8366 
 
 8647 
 
 8928 
 
 9209 
 
 9490 
 
 9771 
 
 ..51 
 
 281 
 
 155 
 
 190332 
 
 0612 
 
 0892 
 
 1171 
 
 1451 
 
 1730 
 
 2010 
 
 2289 
 
 2567 
 
 2846 
 
 279 
 
 156 
 
 3125 
 
 3403 
 
 3681 
 
 3959 
 
 4237 
 
 4514 
 
 4792 
 
 5069 
 
 5346 
 
 5623 
 
 278 
 
 157 
 
 5899 
 
 6176 
 
 6453 
 
 6729 
 
 7005 
 
 7281 
 
 7556 
 
 7832 
 
 8107 
 
 8382 
 
 276 
 
 158 
 
 8657 
 
 8932 
 
 9206 
 
 9481 
 
 9755 
 
 ..29 
 
 .303 
 
 .577 
 
 .8.50 
 
 1124 
 
 274 
 
 159 
 
 201397 
 
 1670 
 
 1943 
 
 2216 
 
 2488 
 
 2761 
 
 3033 
 
 3305 
 
 3577 
 
 3848 
 
 272 
 
 N. 1 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 D. 1 
 
A TABLE OP LOGAKITIIMS FROM 1 TO 10,000. 
 
 M. 1 1 I I 2 1 3 1 4 1 5 1 G 1 7 1 8 1 9 1 n. 1 
 
 ~lW 
 
 204120 
 
 4391 
 
 4663 4934 
 
 5204 
 
 5475 
 
 5740 
 
 6016; 6286 
 
 6556 
 
 271 
 
 IGl 
 
 6826 
 
 7096 
 
 7305 7634 
 
 7904 
 
 8173 
 
 8441 
 
 87101 8979 
 
 9247 
 
 269 
 
 102 
 
 9515 
 
 9783 
 
 ..51 .319 
 
 .586 
 
 .853 
 
 1121 
 
 13S8| 1654 
 
 1921 
 
 26? 
 
 163 
 
 212 188 
 
 2454! 2720i 2986 
 
 3252 
 
 3518 
 
 3T83 
 
 4049J4314 
 
 4579 i 266 | 
 
 104 
 
 4844 
 
 5109 
 
 5373 
 
 5638 
 
 5932 
 
 6100 
 
 0430 
 
 6694' 6957 
 
 7221 
 
 264 
 
 165 
 
 7484 
 
 7747 
 
 8010 
 
 8273 
 
 8538 
 
 8798 
 
 9060 
 
 9323 9535 
 
 9846 
 
 262 
 
 lOfi 
 
 220108 
 
 0370 
 
 0631 
 
 0892 
 
 1153 
 
 1414 
 
 1075 
 
 1936 2196 
 
 2456 
 
 201 
 
 107 
 
 2716 
 
 2976 
 
 3236 
 
 3490 
 
 3755 
 
 4015 
 
 4274 
 
 4533 4792 
 
 .5051 
 
 259 
 
 168 
 
 6309 
 
 5568 
 
 5826 
 
 0084 
 
 0342 
 
 6600' 6858 
 
 71151 7372; 7630 
 
 258 
 
 169 
 
 7887 
 
 8144 
 
 8400 
 
 8057 
 
 8913 
 
 9170 
 
 9420 
 
 9082 9933 
 
 .193 
 
 256 
 
 170 
 
 23U449 
 
 07041 0960 
 
 1215 
 
 1470 
 
 1724 
 
 1979 
 
 2234 2488 
 
 2742 
 
 2.54 
 
 171 
 
 2996 
 
 3250 
 
 3504 
 
 3757 
 
 4011 
 
 4264 
 
 4517 
 
 4770 .5023 
 
 5276 
 
 253 
 
 172 
 
 5528 
 
 5781 
 
 6033 
 
 6285 
 
 0537 
 
 6789 
 
 7041 
 
 7292! 7544 
 
 7/95 
 
 252 
 
 173 
 
 8046 
 
 8297 
 
 8548 
 
 8799 
 
 9049 
 
 9299 
 
 9550 
 
 9800 
 
 1 ...50 
 
 .300 
 
 250 
 
 174 
 
 240549 
 
 0799 
 
 1048 
 
 1297 
 
 1546 
 
 1795 
 
 2044 
 
 2293 
 
 2541 
 
 2790 
 
 249 
 
 175 
 
 303S 
 
 3280 
 
 3534 
 
 3782 
 
 4030 
 
 4277 
 
 4525 
 
 4772 
 
 .5019 
 
 5266 
 
 248 
 
 176 
 
 5513 
 
 5759 1 6006 
 
 6252 
 
 6499 
 
 674-5 
 
 0991 
 
 7237 
 
 7482 
 
 7728 
 
 240 
 
 177 
 
 7973 
 
 8219 8464 
 
 8709 
 
 8954 
 
 9198 
 
 9443 
 
 9687 
 
 9932 
 
 .176 
 
 245 
 
 178 
 
 250420 
 
 0664' 0908 
 
 1151 
 
 1395 
 
 1638 
 
 1881 
 
 2125 
 
 2368 
 
 2610 
 
 243 
 
 179 
 
 2853 
 
 30'96i 33381 3580 
 
 3822 
 
 4004 
 
 4300 
 
 4548 
 
 4790 
 
 5031 
 
 242 
 
 180 
 
 255273 
 
 5514 5755 
 
 5996 
 
 6237 
 
 6477 
 
 6718 
 
 6958 
 
 7198 
 
 7439 
 
 241 
 
 181 
 
 7079 
 
 7918 8158 
 
 8398 
 
 8637 
 
 8877 
 
 9116 
 
 9355 
 
 9594 
 
 9833 
 
 239 
 
 182 
 
 260071 
 
 0310 0548 
 
 0787 
 
 1025 
 
 1263 
 
 1501 
 
 1739 
 
 1976 
 
 2214 
 
 238 
 
 183 
 
 2451 
 
 2688 2925 
 
 3162 
 
 3399| .3636 
 
 3873 
 
 4109 
 
 4346 
 
 4582 
 
 237 
 
 184 
 
 4818 
 
 5054 5290 
 
 5525 
 
 5761 
 
 5995 
 
 6232 
 
 6407 
 
 6702 
 
 6937 
 
 235 
 
 185 
 
 7172 
 
 7406 7641 7875 
 
 8110 
 
 8,344 
 
 8578 
 
 8812 
 
 9046 
 
 9279 
 
 234 
 
 186 
 
 9513 
 
 9746 9980 
 
 .213 
 
 .446 
 
 .079 
 
 .912 
 
 1144 
 
 1377 
 
 1609 
 
 233 
 
 187 
 
 271842 
 
 2074 
 
 2306 
 
 2538 
 
 2770 
 
 3001 
 
 3233 
 
 3464 
 
 3696 
 
 3927 
 
 232 
 
 188 
 
 4158 
 
 4389 
 
 4620 
 
 4850 
 
 5081 
 
 5311 
 
 5542 
 
 5772 
 
 6002 
 
 6232 
 
 230 
 
 189 
 190 
 
 6462 
 
 6692 
 
 8982 
 
 6921 
 92'l f 
 
 7151 
 9439 
 
 7380 7609 
 
 78381 8067i 8296 
 
 8525 
 .806 
 
 229 
 228 
 
 278754 
 
 9667 
 
 98951 .1231 ..351 
 
 .578 
 
 191 
 
 281033 
 
 1261 
 
 1488 
 
 1715 
 
 1942 
 
 2109 2396 
 
 2622 
 
 2849 
 
 3075 
 
 227 
 
 192 
 
 3301 
 
 3527 
 
 3753 
 
 3979 
 
 4205 
 
 4431 4656 
 
 4882 
 
 5107 
 
 5332 
 
 220 
 
 193 
 
 5557 
 
 5782 
 
 6007 
 
 6232 
 
 6456 
 
 6681 6905 
 
 7130 
 
 7354 
 
 7578 
 
 225 
 
 194 
 
 7802 
 
 8026 
 
 8249 
 
 8473 
 
 8696 
 
 8920 
 
 9143 
 
 9366 
 
 9589 
 
 9812 
 
 223 
 
 195 
 
 290035 
 
 0257 
 
 0480 
 
 0702 
 
 0925 
 
 1147 
 
 1369 
 
 1.591 
 
 1813 
 
 2034 
 
 222 
 
 196 
 
 2256 
 
 2478 
 
 269i» 
 
 2920 
 
 3141 
 
 3363 
 
 3584 
 
 3804 
 
 4025 
 
 4246 
 
 221 
 
 197 
 
 4466 
 
 4687 
 
 4907 
 
 5127 
 
 5347 
 
 5567 
 
 5787 600-; 1 G226I 
 
 6446 
 
 220 
 
 198 
 
 6065 
 
 6884 
 
 7104 
 
 7323 
 
 7542(7761 
 
 7979 8198 
 
 8416 
 
 8635 
 
 219 
 
 199 
 
 200 
 
 8853 
 301030 
 
 9071 
 1247 
 
 9289 
 1464 
 
 9507 
 1681 
 
 9725 
 
 1898 
 
 9943 
 
 .161 
 2331 
 
 .378 
 2547 
 
 .595 
 
 2764 
 
 .813 
 2980 
 
 218 
 217 
 
 2114 
 
 201 
 
 3196 
 
 3412 
 
 3628 
 
 3844 
 
 4059 
 
 4275 
 
 4491 
 
 4706 
 
 4921 
 
 5136 
 
 216 
 
 202 
 
 5351 
 
 5566 
 
 5781 
 
 5996 
 
 6211 
 
 6.425 
 ^64 
 
 6639 
 
 6854 
 
 7068 
 
 7282 
 
 215 
 
 203 
 
 7496 
 
 7710 
 
 7924 
 
 8137 
 
 8351 
 
 8778 
 
 8991 
 
 9204 
 
 9417 
 
 213 
 
 204 
 
 9030 
 
 9843 
 
 ..56 
 
 .268 
 
 .481 
 
 .693 
 
 .906 
 
 1118 
 
 1330 
 
 1.542 
 
 212 
 
 205 
 
 311754 
 
 1986 
 
 2177 
 
 2389 
 
 2600 
 
 2812 
 
 3023 
 
 3234 
 
 3445 
 
 3656 
 
 211 
 
 200 
 
 3807 
 
 4078 
 
 4289 
 
 4499 
 
 4710 
 
 4920 
 
 5130 
 
 5340 
 
 .5551 
 
 5760 
 
 210 
 
 207 
 
 5970 
 
 6180 
 
 6390 
 
 6599 
 
 6809 
 
 7018 
 
 7227 
 
 7436 
 
 7646 
 
 7854 
 
 209 
 
 208 
 
 8063 
 
 8272 
 
 8481 
 
 8089 
 
 8898 
 
 9100 
 
 9314 
 
 9522 
 
 9730 
 
 9938 
 
 208 
 
 209 
 210 
 
 320146 
 
 0354 
 
 2426 
 
 0562 
 2633 
 
 0709 
 2839 
 
 0977 
 3046 
 
 1184 
 3252 
 
 1391 
 3458 
 
 1598 
 3665 
 
 1805 
 3871 
 
 2012 
 4077 
 
 207 
 206 
 
 322219 
 
 211 
 
 4282 
 
 4488 
 
 4694 
 
 4899 
 
 5105 
 
 5310 
 
 5516 
 
 .5721 
 
 5926 
 
 6131 
 
 205 
 
 212 
 
 6336 
 
 6541 
 
 6745 
 
 0950 
 
 7155 
 
 7359 
 
 7563 
 
 7767 
 
 7972 
 
 8176 
 
 204 
 
 213 
 
 8380 
 
 8583 
 
 8787 
 
 8991 
 
 9194 
 
 9398 9001 
 
 9805 
 
 ...8 
 
 .211 
 
 203 
 
 214 
 
 330414 
 
 0017 
 
 0819 
 
 1022 
 
 1225 
 
 1427 
 
 1630 
 
 1832 
 
 2034 
 
 2236 
 
 202 
 
 215 
 
 2438 
 
 2040 
 
 2842 
 
 3044 
 
 3246 
 
 3447 
 
 3049 
 
 3850 
 
 4051 
 
 4253 202 
 
 216 
 
 4454 
 
 4655 
 
 4856 
 
 5057 
 
 .5257 
 
 .5458 
 
 5658 
 
 .5859 
 
 60.59 
 
 6260 201 
 
 217 
 
 6460 
 
 66601 6860 
 
 7060 
 
 7260 
 
 7459 
 
 7659 
 
 7858 
 
 8058 
 
 8257 200 
 
 218 
 
 8456 
 
 86561 885-5 
 
 9054 
 
 9253 
 
 9451 
 
 9650 
 
 9349 ..47! 
 
 .246 199 
 
 219 
 
 340444 0642' 0841 1 1039 
 
 1237' 1435' 1632' 1830' 2028' 
 
 2225 198 
 
 N i 1 I 1 2 1 3 1 4 1 5 1 6 1 7 1 8 i 9 j D.l 
 
 15* 
 
 CO 
 
A TABLE OF LOGARITHMS FROM 1 TO lO.OOG. 
 
 jN. 
 
 1 1 1 2 I 3 1 4 1 5 1 6 1 7 1 8 1 9 '( D. 1 
 
 230 
 
 342423, 2620 
 
 2817! 3014 3212, 3409, 3oi)6 3802 
 
 399i4|41<vfii 197 
 
 221 
 
 4392 
 
 4589 
 
 4785 
 
 4981 
 
 5178 
 
 5374 
 
 5570 
 
 6766 
 
 69621 81571 196 
 
 222 
 
 6353 
 
 6549 
 
 6744 
 
 6939 
 
 7135 
 
 9083 
 
 7330 
 
 7525 
 
 7720 
 
 7915] 8110! 195 
 
 223 
 
 8305 
 
 8500 
 
 8694 
 
 8889 
 
 9278 
 
 9472 
 
 9666 
 
 98G0i ..64| 194 
 
 224 
 
 350248 
 
 0442 
 
 0636 0829 
 
 105i3 
 
 1216 
 
 1410 
 
 1603 
 
 1796! 1989| 193 
 
 225 
 
 2183 
 
 2375 
 
 2568 1 2761 
 
 2954 
 
 31-17 
 
 3339 
 
 3532 
 
 3724139161 193 
 
 226 
 
 4108 
 
 4301 
 
 4493 
 
 4685 
 
 4876 
 
 5068 
 
 6260 
 
 5452 
 
 661315834! 192 
 
 227 
 
 6026 
 
 6217 
 
 6408 
 
 6599 
 
 6790 
 
 6981 
 
 7172 
 
 7363 
 
 7554 77'14i 191 
 
 228 
 
 7935 
 
 8125 
 
 8316 
 
 8506 
 
 8696 
 
 8888 
 
 9076 
 
 9266 
 
 ^456! 96461 190 
 
 229 
 23J 
 
 9835 
 
 ..25 
 1917 
 
 .215 
 2105 
 
 .404 
 2294 
 
 .593 
 
 2482 
 
 .783 
 2671 
 
 .972 
 2859 
 
 1161 
 3048 
 
 1350 1539: 189 
 3238 3124; 188 
 
 361728 
 
 231 
 
 3612 
 
 3800 
 
 3988 
 
 4176 
 
 4363 
 
 4551 
 
 4739 
 
 4928 
 
 5113 630 1| 188 
 
 232 
 
 5488 
 
 5675 
 
 5862 
 
 6049 
 
 6236 
 
 6423 
 
 6610 
 
 0796 
 
 8983j7169| 187 
 
 233 
 
 7356 
 
 7542 
 
 7729 
 
 7915 
 
 8101 
 
 8287 
 
 8473 
 
 8659 
 
 8845 9030 i 186 
 
 234 
 
 9216 
 
 9401 
 
 9587 
 
 9772 
 
 9958 
 
 .143 
 
 .328 
 
 .513 
 
 .698 .883' 185 
 
 235 
 
 371068 
 
 1253 
 3098 
 
 1437 
 
 1622 
 
 1806 
 
 1991 
 
 2175 
 
 2360 
 
 2544 2728' 184 
 
 236 
 
 2912 
 
 3280 
 
 3464 
 
 3G47 
 
 3331 
 
 4015 
 
 4198 
 
 4332 456-3; 184 
 
 237 
 
 4748 
 
 4932 
 
 5115 
 
 6298 
 
 5481 
 
 5064 
 
 584G 
 
 6029 
 
 6212 
 
 6394:' 183 
 
 238 
 
 6577 
 
 6759 
 
 6942 
 
 7124 
 
 7306 
 
 7488 
 
 7670 
 
 7852 
 
 8034 
 
 82l6i 182 
 
 239 
 
 240 
 
 8398 
 
 8580 
 
 8761 
 0573 
 
 8943 
 0754 
 
 9124 
 0934 
 
 9306 
 1115 
 
 9487 
 1298 
 
 9668 
 1476 
 
 9849 
 1656 
 
 ll30 
 
 1837 
 
 181 
 181 
 
 380211 
 
 0392 
 
 241 
 
 2017 
 
 2197 
 
 2377 
 
 2557 
 
 2737 
 
 2917 
 
 3097 
 
 .3277 
 
 3456 
 
 3836 
 
 180 
 
 242 
 
 3815 
 
 3995 
 
 4174 
 
 4353 
 
 4533 
 
 4712 
 
 4891 
 
 5070 
 
 5249 
 
 5428 
 
 179 
 
 243 
 
 5606 
 
 5785 
 
 5964 
 
 6142 
 
 6321 
 
 6499 
 
 0677 
 
 6856 
 
 7034 
 
 7212 
 
 178 
 
 244 
 
 7390 
 
 7568 
 
 7746 
 
 7923 
 
 8101 
 
 8279 
 
 8456 
 
 8634 
 
 8811 
 
 89891 178 
 
 245 
 
 9166 
 
 9343 
 
 9520 
 
 9698 
 
 9875 
 
 ..51 
 
 .228 
 
 .405 
 
 .582 
 
 .759! 177 
 
 246 
 
 390935 
 
 1112 
 
 1288 
 
 1464 
 
 1641 
 
 1817 
 
 1993 
 
 2189 
 
 2345 
 
 2521 
 
 176 
 
 247 
 
 2697 
 
 2873 
 
 3048 
 
 3224 
 
 3400 
 
 3575 
 
 3751 
 
 3926 
 
 4101 
 
 4277 
 
 176 
 
 248 
 
 4452 
 
 4627 
 
 4802 
 
 4977 
 
 5152 
 
 5326 
 
 5501 
 
 5876 
 
 5850 
 
 6025 
 
 175 
 
 249 
 
 6199 
 
 6374 
 
 6548 
 
 6722 
 
 6896 
 
 7071 
 
 7245 
 
 7419 
 
 7592 
 
 7766 
 
 174 
 
 250 
 
 397940 
 
 8114 
 
 8237 
 
 8481 
 
 8634 
 
 8808 
 
 8981 
 
 9154 
 
 9328 
 
 9501 
 
 173 
 
 251 
 
 9674 
 
 9847 
 
 ..20 
 
 .192 
 
 .365 
 
 .538 
 
 .711 
 
 .883 
 
 1056 
 
 12281 173 
 
 252 
 
 401401 
 
 1573 
 
 1745 
 
 1917 
 
 2089 
 
 2261 
 
 2433 
 
 2605 
 
 2777 
 
 2949! 172 
 
 253 
 
 3121 
 
 3292 
 
 3464 
 
 3635 
 
 3807 
 
 3978 
 
 414S 
 
 4320 
 
 4492; 48831 171 | 
 
 254 
 
 4834 
 
 5005 
 
 5176 
 
 6346 
 
 55.7 
 
 5688 
 
 5858 
 
 6029 
 
 6199 
 
 6370 
 
 171 
 
 255 
 
 6540 
 
 6710 
 
 6881 
 
 7051 
 
 7221 
 
 7391 
 
 7661 
 
 7731 
 
 7901 
 
 8070 
 
 170 
 
 256 
 
 8240 
 
 8410 
 
 8579 
 
 8749 
 
 8918 
 
 9087 
 
 9257 
 
 9426 
 
 9595 
 
 9764 
 
 169 
 
 257 
 
 9933 
 
 .102 
 
 .271 
 
 .440 
 
 .609 
 
 .777 
 
 .946 
 
 1114 
 
 1283 
 
 1451 
 
 189 
 
 258 
 
 411620 
 
 1788 
 
 1956 
 
 2124 
 
 2293 
 
 2461 
 
 2629 
 
 2796 
 
 2964 
 
 3i32| 168 
 
 259 
 260 
 
 3300 
 
 3467 
 5140 
 
 3635 
 5307 
 
 3803 
 
 5474 
 
 3970 
 6641 
 
 4J37 
 6808 
 
 4305 
 
 5974 
 
 4472 
 6141 
 
 4639 
 6308 
 
 4808 1 167 
 6474! 167 
 
 414973 
 
 281 
 
 6641 
 
 6807 
 
 6973 
 
 7139 
 
 7306 
 
 7472 
 
 7638 
 
 7804 
 
 7970181351 166 
 
 262 
 
 8301 
 
 8467 
 
 8633 
 
 8798 
 
 8964 
 
 9129 
 
 9295 
 
 9160 
 
 9625! 979 1| 165 
 
 263 
 
 9956 
 
 .121 
 
 .286 
 
 .451 
 
 •616 
 
 .781 
 
 .945 
 
 1110 
 
 1275 
 
 14391 165 
 
 264 
 
 421604 
 
 17C8 
 
 1933 2097 
 
 ■2261 
 
 2426 
 
 2590 
 
 2754 
 
 2918 
 
 3082i 164 
 
 9.65 
 
 •3246 
 
 3410 
 
 3574 3737 
 
 3901 
 
 4065 
 
 4228 
 
 4392 
 
 4555 
 
 4718! 164 
 
 266 
 
 4882 
 
 5045 
 
 5208 
 
 5371 
 
 6534 
 
 5097 
 
 5860 
 
 6023 
 
 6186 
 
 6349 
 
 163 
 
 267 
 
 6511 
 
 6674 
 
 6S36 
 
 6999 
 
 716] 
 
 7324 
 
 7488 
 
 7648 
 
 7811 
 
 7973 
 
 162 
 
 268 
 
 8135 
 
 8297 
 
 8459 
 
 8621 
 
 8783 
 
 8944 
 
 9106 
 
 9268 
 
 9429 
 
 9591 
 
 162 
 
 269 
 
 9752 
 
 9914 
 
 ..75 
 
 .236 
 
 .398 
 
 .559 
 
 .720 
 
 .881 
 
 1042 
 
 1203 
 
 161 
 
 270 
 
 431364 
 
 1525 
 
 1685 
 
 1846 
 
 2007 
 
 2167 
 
 2328 
 
 2488 
 
 J>349 
 
 2809! 181 1 
 
 271 
 
 2969 
 
 3130 
 
 3290 
 
 3450 
 
 3610 
 
 3770 
 
 3930 
 
 4090 
 
 4249144091 160 f 
 
 272 
 
 4569 
 6163 
 
 4729 
 
 4883 
 
 5048 
 
 5207 
 
 5307 
 
 6626 
 
 5685 
 
 6844 i 6004 
 
 1 59 
 
 273 
 
 6322 
 
 6481 
 
 6640 
 
 6798 
 
 6957 
 
 7116 
 
 7275 
 
 7433' 7592 
 
 159 
 
 274 
 
 7751 
 
 7904 
 
 8087 
 
 8226 
 
 8384 
 
 8542 
 
 8701 
 
 8869 
 
 ^017 9175 
 .694 .752 
 
 158 
 
 275 
 
 9333 
 
 9491 
 
 9648 
 
 9806 
 
 9964 
 
 .122 
 
 .279 
 
 .437 
 
 1.08 
 
 276 
 
 440909 
 
 1066 
 
 1224 
 
 1381 
 
 1538 
 
 1695 
 
 1852 
 
 2009 
 
 216612323 
 
 157 
 
 277 
 
 2480 
 
 '?537 
 
 2793 
 
 2950 
 
 3106 
 
 3263 
 
 3419 
 
 3576 
 
 373213889; 1571 
 
 278 
 
 4045 
 
 4201 
 
 4357 
 
 4513 
 
 4069 
 
 4825 
 
 4981 
 
 6137 
 
 529315449 156 
 
 279 
 
 6604 
 
 5760 
 
 59151 60711 62261 6382 6537 6692 6848' 70031 155 | 
 
 N. 
 
 1 
 
 i 1 
 
 i 2 
 
 1 3 
 
 1 4 
 
 5 
 
 6 
 
 7 
 
 8 
 
 9 
 
 D.I 
 
A TABLE OF LOGARITHMS FROM 1 TO 10,000. 
 
 iN. 
 
 1 1 i 2 1 3 1 4 1 5 1 6 1 7 ! 8 1 9 1 D. 1 
 
 280 
 
 447158 
 
 7313 
 
 7468 
 
 7623 
 
 7778 
 
 7933 
 
 8088 
 
 8242 
 
 8397 
 9941 
 
 8552 
 
 155 
 
 281 
 
 8700 
 
 8861 
 
 9015 
 
 9170 
 
 9324 
 
 9478 
 
 9633 
 
 9787 
 
 ..95 
 
 154 
 
 282 
 
 450249 
 
 0403 
 
 0557 
 
 0711 
 
 0865 
 
 1018 
 
 1172 
 
 1326 
 
 1479 
 
 1633 
 
 154 
 
 283 
 
 1786 
 
 1940 
 
 2093 
 
 2247 
 
 2400 
 
 2553 
 
 2706 
 
 2859 
 
 3012 
 
 3165 
 
 153 
 
 284 
 
 3318 
 
 3471 
 
 3624 
 
 3777 
 
 3930 
 
 4082 
 
 4235 
 
 4387 
 
 4540 
 
 4692 
 
 1.53 
 
 285 
 
 4845 
 
 4997 
 
 5150 
 
 5302 
 
 5454 
 
 5600 
 
 5758 
 
 5910 
 
 6062 
 
 6214 
 
 152 
 
 286 
 
 6366 
 
 6518 
 
 6670 
 
 6821 
 
 6973 
 
 7125 
 
 7276 
 
 7428 
 
 7579 
 
 7731 
 
 152 
 
 287 
 
 7882 
 
 8033 
 
 8184 
 
 8336 
 
 8487 
 
 8638 
 
 8789 
 
 8940 
 
 9091 
 
 9242 
 
 151 
 
 288 
 
 9392 
 
 9543 
 
 9694 
 
 9845 
 
 9995 
 
 .146 
 
 .296 
 
 .447 
 
 .597 
 
 .748 
 
 151 
 
 289 
 
 460S9S 
 
 1048 
 
 119.8 
 
 1348 
 
 1499 
 
 1649 
 
 1799 
 
 1948 
 
 2098 
 
 2248 
 
 150 
 
 290 
 
 462398 
 
 2548 
 
 2697 
 
 2847 
 
 2997 
 
 3146 
 
 3296 
 
 3445 
 
 3594 
 
 3744 
 
 150 
 
 291 
 
 3893 
 
 4042 
 
 4191 
 
 4340 
 
 4490 
 
 4639 
 
 4788 
 
 4936 
 
 6085 
 
 5234 
 
 149 
 
 292 
 
 5383 
 
 5532 
 
 5680 
 
 5829 
 
 5977 
 
 6126 
 
 6274 
 
 6423 
 
 6571 
 
 6719 
 
 149 
 
 293 
 
 6868 
 
 7016 
 
 7164 
 
 7312 
 
 7460 
 
 7608 
 
 7756 
 
 7904 
 
 8052 
 
 8200 
 
 148 
 
 294 
 
 8347 
 
 8495 
 
 8643 
 
 8790 
 
 8938 
 
 9085 
 
 9233 
 
 9380 
 
 9527 
 
 9675 
 
 148 
 
 295 
 
 9822 
 
 9969 
 
 .116 
 
 .263 
 
 .410 
 
 .55* 
 
 .704 
 
 .851 
 
 .998 
 
 1145 
 
 147 
 
 296 
 
 471292 
 
 1438 
 
 1585 
 
 1732 
 
 1878 
 
 2025 
 
 2171 
 
 2318 
 
 2464 
 
 2610 
 
 146 
 
 297 
 
 2756 
 
 2903 
 
 3049 
 
 3195 
 
 3341 
 
 3487 
 
 3633 
 
 3779 
 
 3926 
 
 4071 
 
 146 
 
 298 
 
 4216 
 
 4362 
 
 4508 
 
 4653 
 
 4799 
 
 4944 
 
 5090 
 
 5235 
 
 5381 
 
 5526 
 
 146 
 
 299 
 
 5671 
 
 5816 
 
 5962 
 
 6107 
 
 6252 
 
 6397 
 
 6542 
 
 6687 
 
 6832 
 
 6976 
 
 145 
 
 300 
 
 477121 
 
 7266 
 
 7411 
 
 7555 
 
 7700 
 
 7844 
 
 7989 
 
 8133 
 
 8278 
 
 8422 
 
 146 
 
 301 
 
 8566 
 
 8711 
 
 8855 
 
 899 EJ 
 
 0143 
 
 9287 
 
 9431 
 
 9575 
 
 9719 
 
 9863 
 
 144 
 
 302 
 
 480007 
 
 0151 
 
 0294 
 
 0438 
 
 0582 
 
 0725 
 
 0869 
 
 1012 
 
 1156 
 
 1299 
 
 144 
 
 303 
 
 1443 
 
 1586 
 
 1729 
 
 1872 
 
 2016 
 
 2159 
 
 2302 
 
 2445 
 
 2588 
 
 2731 
 
 143 
 
 304 
 
 2874 
 
 3016 
 
 3159 
 
 3302 
 
 3445 
 
 3587 
 
 3730 
 
 3872 
 
 4015 
 
 4157 
 
 143 
 
 305 
 
 4300 
 
 4442 
 
 4585 
 
 4727 
 
 4869 
 
 5011 
 
 5153 
 
 5295 
 
 5437 
 
 5579 
 
 142 
 
 306 
 
 5721 
 
 5863 
 
 6006 
 
 6147 
 
 6289 
 
 6430 
 
 6572 
 
 6714 
 
 6856 
 
 6997 
 
 .42 
 
 307 
 
 7138 
 
 7280 
 
 7421 
 
 7563 
 
 7704 
 
 7845 
 
 7986 
 
 8127 
 
 8269 
 
 8410 
 
 141 
 
 308 
 
 8551 
 
 8692 
 
 8833 
 
 8974 
 
 9114 
 
 9255 
 
 9396 
 
 9537 
 
 9677 
 
 9818 
 
 141 
 
 309 
 310 
 
 9958 
 
 ..99 
 1502 
 
 .239 
 1642 
 
 .380 
 
 .520 
 1922 
 
 .661 
 2062 
 
 .601 
 
 2201 
 
 .941 
 2341 
 
 1081 
 2481 
 
 1222 
 2621 
 
 140 
 140 
 
 491362 
 
 1782 
 
 311 
 
 2760 
 
 2900 
 
 3040 
 
 3179 
 
 3319 
 
 3458 
 
 3597 
 
 3737 
 
 3876 
 
 4015 
 
 1.39 
 
 312 
 
 4155 
 
 4294 
 
 4433 
 
 4572 
 
 4711 
 
 4850 
 
 4989 
 
 5128 
 
 6267 
 
 5406 
 
 139 
 
 313 
 
 5544 
 
 5683 
 
 5822 
 
 5960 
 
 6099 
 
 6238 
 
 6376 
 
 6515 
 
 6653 
 
 6791 
 
 139 
 
 314 
 
 6930 
 
 7068 
 
 7206 
 
 7344 
 
 7483 
 
 7621 
 
 7759 
 
 7897 
 
 8035 
 
 8173 
 
 138 
 
 315 
 
 8311 
 
 8448 
 
 8586 
 
 8724 
 
 8862 
 
 8999 
 
 9137 
 
 9275 
 
 9412 
 
 9550 
 
 138 
 
 316 
 
 0687 
 
 9824 
 
 9962 
 
 ..99 
 
 .236 
 
 .3/4 
 
 .511 
 
 .648 
 
 .785 
 
 .922 
 
 137 
 
 317 
 
 501059 
 
 1196 
 
 1333 
 
 1470] 1607 
 
 1744 
 
 1880 
 
 2017 
 
 2154 
 
 2291 
 
 137 
 
 318 
 
 2427 
 
 2564 
 
 2700 
 
 2837! 2973 
 
 3109 
 
 3246 
 
 3382 
 
 3518 
 
 3655 
 
 136 
 
 319 
 
 3791 
 
 .3927 
 
 4063 
 
 4199 
 
 4335 
 
 4471 
 
 4607 
 
 4743 
 
 4878 
 
 5014 
 
 136 
 
 320 
 
 505150 
 
 5286 
 
 5421 
 
 5557 
 
 5693 
 
 5828 
 
 5964 
 
 6099 
 
 6234 
 
 6370 
 
 136 
 
 321 
 
 6505 
 
 6640 
 
 6776 
 
 6911 
 
 7046 
 
 7181 
 
 7316 
 
 7451 
 
 7586 
 
 7721 
 
 135 
 
 322 
 
 7856 
 
 7991 
 
 8126 
 
 8260 
 
 8395 
 
 8530 
 
 8664 
 
 8799 
 
 8934 
 
 9068 
 
 135 
 
 323 
 
 9203 
 
 9337 
 
 9471 
 
 9606 
 
 9740 
 
 9874 
 
 ...9 
 
 .143 
 
 .277 
 
 .411 
 
 134 
 
 324 
 
 510545 
 
 0679 
 
 0813 
 
 0947 
 
 1081 
 
 1215 
 
 1349 
 
 1482 
 
 1016 
 
 1750 
 
 .134 
 
 325 
 
 1883 
 
 2017 
 
 2151 
 
 2284 
 
 2418 
 
 2551 
 
 2684 
 
 2818 
 
 2951 
 
 3084 
 
 133 
 
 326 
 
 3218 
 
 3351 
 
 3484 
 
 3617 
 
 3750 
 
 3883 
 
 4016 
 
 4149 
 
 4282 
 
 4414 
 
 133 
 
 327 
 
 454S 
 
 4681 
 
 4813 
 
 4946 
 
 5079 
 
 5211 
 
 5344 
 
 5476 
 
 5609 
 
 5741 
 
 133 
 
 328 
 
 5874 
 
 6006 
 
 6139 
 
 6271 16403 
 
 6535 
 
 6668 
 
 6800 
 
 6932 
 
 7064 
 
 132 
 
 329 
 
 7196 
 
 7328 
 
 7460 
 
 7592 
 
 7724 
 
 7855 
 
 7987 
 
 8119 
 
 8251 
 
 8382 
 
 132 
 
 330 
 
 518514 
 
 8646 
 
 8777 
 
 8909 
 
 9040 
 
 9171 
 
 9303 
 
 9434 
 
 95C6 
 
 9697 
 
 131 
 
 331 
 
 9828 
 
 9959 
 
 ..90 
 
 .221 
 
 .353 
 
 .484 
 
 .615 
 
 .745 
 
 .876 
 
 1007 
 
 131 
 
 332 
 
 521138 
 
 1269 
 
 1400 
 
 1530 
 
 1661 
 
 1792 
 
 1922 
 
 2053 
 
 2183 
 
 2314 
 
 131 
 
 333 
 
 2444 
 
 2575 
 
 2705 
 
 2835 
 
 2966 
 
 3096 
 
 3226 
 
 3356 
 
 3486 
 
 36 J 6 
 
 130 
 
 334 
 
 3746 
 
 3876 
 
 4006 
 
 4136 
 
 4266 
 
 4396 
 
 4526 
 
 4656 
 
 4785 
 
 4915 
 
 130 
 
 335 
 
 5045 
 
 5174 
 
 5304 
 
 5434 
 
 5563 
 
 5693 
 
 5822 
 
 5951 
 
 6081 
 
 0210 
 
 129 
 
 338 
 
 6339 
 
 6469 
 
 6598 
 
 6727| 6856 
 
 6985 
 
 7114 
 
 7243 
 
 7372 
 
 7.501 
 
 129 
 
 337 
 
 7630 
 
 7759 
 
 7888 
 
 8016.1 8145 
 
 8274 
 
 8402 
 
 8531 
 
 8660 
 
 8788' 129 
 
 338 
 
 8917 
 
 9045 
 
 9174 
 
 9302i 9430 
 
 9559 
 
 9687 
 
 9815 
 
 9943 
 
 ..72| 128 
 
 339 
 
 5302001 03281 0456' 0584i 0712 
 
 084010968' 1096 
 
 1223 
 
 13511 128 
 
 1 1 1 2 1 3 ! 4 i 5 I 6 1 7 ! 8 1 9 1 i). i 
 
^'^ww 
 
 
 
 A TABLE OF LOGARITHMS F1103I 1 
 
 TO 10,000 
 
 
 
 ;^- i 1 1 1 2 1 3 1 4 1 5 1 6 i 7 1 S 1 9 1 I). 1 
 
 340 
 
 5314791 1607 
 
 1734 
 
 1 1862 
 
 1990 
 
 2117 
 
 1 22451 2372 
 
 2500 
 
 ^i)27 
 
 128 
 
 341 
 
 2754 
 
 2882 
 
 3009 
 
 31.36 
 
 3264 
 
 3391 
 
 I3518 
 
 3645 
 
 3772 
 
 3899 
 
 127 
 
 342 
 
 4026 
 
 4153 
 
 4280 
 
 4407 
 
 4534 
 
 4661 
 
 4787 
 
 4914 
 
 5041 
 
 5167 
 
 127 
 
 343 
 
 5294 
 
 5421 
 
 5547 
 
 5674 
 
 5800 
 
 5927 
 
 6053 
 
 6180 
 
 6306 
 
 6432 
 
 126 
 
 344 
 
 6558 
 
 6685 
 
 6811 
 
 6937 
 
 7063 
 
 7189 
 
 7315 
 
 7441 
 
 7567 
 
 7693 
 
 126 
 
 345 
 
 7819 
 
 7945 
 
 8071 
 
 8197 
 
 8322 
 
 8448 
 
 8574 
 
 8699 
 
 8825 
 
 8951 
 
 126 
 
 34G 
 
 9076 
 
 9202 
 
 9327 
 
 9452 
 
 9578 
 
 9703 
 
 9829 
 
 9954 
 
 ..79 
 
 .204 
 
 125 
 
 347 
 
 540329 
 
 0455 0580 
 
 0705 
 
 0830 
 
 0955 
 
 1080 
 
 1205 
 
 1330 
 
 14.54 
 
 125 
 
 348 
 
 1579 
 
 1704 
 
 1829 
 
 1953 
 
 2078 
 
 2203 
 
 2327 
 
 2452 
 
 2576 
 
 2701 
 
 125' 
 
 349 
 
 2825 
 
 2950 
 
 3074 
 
 3199 
 
 3323 
 
 3447 
 
 3571 
 
 3696 
 
 38ro 
 
 3944 
 
 124 
 
 350 
 
 544068 
 
 4192 
 
 4316 
 
 4440 
 
 4564 
 
 4688 
 
 4812 
 
 4936 
 
 5060 
 
 5183 
 
 124 
 
 351 
 
 5307 
 
 5431 
 
 5555 
 
 5078 
 
 5802 
 
 6925 
 
 6049 
 
 6172 
 
 629^ 
 
 6419 
 
 124 
 
 352 
 
 6543 
 
 6666 
 
 6789 
 
 6913 
 
 7036 
 
 7159 
 
 7282 
 
 7405 
 
 7529 
 
 7652 
 
 123 
 
 353 
 
 7775 
 
 7898 
 
 8021 
 
 8144 
 
 8267 
 
 8389 
 
 8512 
 
 8635 
 
 87.58 
 
 8881 
 
 123 
 
 354 
 
 9003 
 
 9126 
 
 9249 
 
 9371 
 
 9494 
 
 9616 
 
 9739 
 
 9861 
 
 9984 
 
 .106 
 
 123 
 
 355 
 
 550228 
 
 0351 
 
 0473 
 
 0595 
 
 0717 
 
 0840 
 
 0962 
 
 1084 
 
 1206 
 
 13281 122 1 
 
 356 
 
 1450 
 
 1572 
 
 1694 
 
 1816 
 
 19a8 
 
 2060 
 
 2181 
 
 2303 
 
 2425 
 
 2547 
 
 122 
 
 357 
 
 2068 
 
 2790 
 
 2911 
 
 3033 
 
 31.55 
 
 3276 
 
 3398 
 
 3519 
 
 3640 
 
 3762 
 
 121 
 
 358 
 
 3883 
 
 4004 
 
 4126 
 
 4247 
 
 4368 
 
 4489 
 
 4610 
 
 4731 
 
 4852 
 
 4973 
 
 121 
 
 359 
 
 360 
 
 5094 
 
 5215 
 
 5336 
 
 6544 
 
 5457 
 6664 
 
 5578 
 6785 
 
 5699 
 6905 
 
 5820 
 7026 
 
 6940 
 7146 
 
 6061 
 7267 
 
 6182 
 
 7387 
 
 121 
 120 
 
 556303 
 
 6423 
 
 361 
 
 7507 
 
 7627 
 
 7748 
 
 7868 
 
 7988 
 
 8108 
 
 8228 
 
 8349 
 
 8469 
 
 8589 
 
 120 
 
 362 
 
 8709 
 
 8829 
 
 8948 
 
 9068 
 
 9188 
 
 9308 
 
 9428 
 
 9548 
 
 9667 
 
 9787 
 
 120 
 
 363 
 
 9907 
 
 ..26 
 
 .146 
 
 .265 
 
 .385 
 
 .504 
 
 .624 
 
 .743 
 
 .863 
 
 .982 
 
 1!9 
 
 364 
 
 561101 
 
 1221 
 
 1.340 
 
 1459 
 
 1578 
 
 1698 
 
 1817 
 
 19.36 
 
 2055 
 
 2174 
 
 119 
 
 365 
 
 2293 
 
 2412 
 
 2531 
 
 2650 
 
 2769 
 
 2887 
 
 3006 
 
 3125 
 
 3244 
 
 3362 
 
 119 
 
 366 
 
 3481 
 
 3600 
 
 3718 
 
 .3837 
 
 3955 
 
 4074 
 
 4192 
 
 4311 
 
 4429 
 
 4548 
 
 119 
 
 367 
 
 4666 
 
 4784 
 
 4903 
 
 5021 
 
 5139 
 
 5257 
 
 5376 
 
 5494 
 
 5612 
 
 5730 
 
 118 
 
 368 
 
 6848 
 
 5966 
 
 6084 
 
 6202 
 
 6320 
 
 6437 
 
 6555 
 
 6673 
 
 6791 
 
 6909 
 
 118 
 
 369 
 
 7026 
 
 7144 
 
 7262 
 
 7379 
 
 7497 
 
 7614 
 
 7732 
 
 7849 
 
 7967 
 
 8084 
 
 118 
 
 370 
 
 568202 
 
 8319 
 
 8436 
 
 8554 
 
 8671 
 
 8788" 
 
 8905 
 
 902:^ 
 
 9140! 
 
 9257 
 
 117 
 
 371 
 
 9374 
 
 9491 
 
 9608 
 
 9725 
 
 9812 
 
 9959 
 
 ..76 
 
 .193 .309i 
 
 .426 
 
 117 
 
 372 
 
 570543 
 
 0660 
 
 0776 
 
 0893 
 
 1010 
 
 1126 
 
 1243 
 
 1359 
 
 1476 
 
 1592 
 
 117 
 
 373 
 
 1709 
 
 1825 
 
 1942 
 
 2058 
 
 2174 
 
 2291 
 
 2407 
 
 2523 
 
 2639 
 
 2755 
 
 116 
 
 374 
 
 2872 
 
 2988 
 
 3104 
 
 3220 
 
 3336 
 
 3452 
 
 3568 
 
 3684 
 
 3800 
 
 3915 
 
 116 
 
 375 
 
 4031 
 
 4147 
 
 4263 
 
 4379 
 
 4494 
 
 4610 
 
 4726 
 
 4841 
 
 4957 
 
 5072 
 
 116 
 
 376 
 
 5188 
 
 5303 
 
 5419 
 
 5534 
 
 5650 
 
 5765 
 
 5880 
 
 .5996 
 
 6111 
 
 6226 
 
 115 
 
 377 
 
 6341 
 
 6457 
 
 6572 
 
 6687 
 
 6802 
 
 6917 
 
 7032 
 
 7147 
 
 7262 
 
 7377 
 
 115 
 
 378 
 
 7492 
 
 7607 
 
 7722 
 
 7836 
 
 7951 
 
 8066 
 
 8181 
 
 8295 
 
 8410 
 
 8525 
 
 115 
 
 379 
 380 
 
 8639 
 579784 
 
 8754 
 9898 
 
 8868 
 ..12 
 
 8983 
 .126 
 
 9097 
 .241 
 
 9212 
 .355 
 
 9320 
 .469 
 
 9441 
 
 9555 
 
 .697 
 
 9669 
 .811 
 
 114 
 114 
 
 ..583 
 
 381 
 
 580925 
 
 1039 
 
 1153 
 
 1267 
 
 1381 
 
 1495 
 
 1608 
 
 1722 
 
 1836 
 
 1950 
 
 114 
 
 382 
 
 2063 
 
 2177 
 
 2291 
 
 2404 
 
 2518 
 
 2631 
 
 2745 
 
 2858 
 
 2972 
 
 3085 
 
 114 
 
 383 
 
 3199 
 
 3312 
 
 3426 
 
 3539 
 
 3652 
 
 3765 
 
 3879 
 
 3992 
 
 4105 
 
 4218 
 
 113 
 
 384 
 
 4331 
 
 4444 
 
 4557 
 
 4670 
 
 4783 
 
 4896 
 
 6009 
 
 5122 
 
 5235 
 
 5348 
 
 113 
 
 385 
 
 5461 
 
 5574 
 
 5686 
 
 5799 
 
 .5912 
 
 6024 
 
 61.37 
 
 6250 
 
 6362 
 
 0476 
 
 113 
 
 386 
 
 6587 
 
 6700 
 
 6812 
 
 6925 
 
 7037 
 
 7149 
 
 7262 
 
 7374 
 
 7486 
 
 7599 
 
 112 
 
 387 
 
 7711 
 
 7823 
 
 7935 
 
 8047 
 
 8160 
 
 8272 
 
 83S4 
 
 8496 
 
 8608 
 
 8720 
 
 112 
 
 388 
 
 8832 
 
 8944 
 
 9056 
 
 9167 
 
 9279 
 
 9391 
 
 9503 
 
 9615 
 
 9726 
 
 9838 
 
 112 
 
 3c9 
 
 9950 
 
 ..61 
 
 .173 
 
 .284 
 
 ..S96 
 
 .507 
 
 .619 
 
 .730 
 
 .843 
 
 .953 
 
 112 
 
 390 
 
 591065 
 
 1 176 
 
 1287 
 
 1399 
 
 1510 
 
 1621 
 
 1732 
 
 1843 
 
 1935 
 
 2066 
 
 111 
 
 391 
 
 2177 
 
 2288 
 
 2399 
 
 2510 
 
 2621 
 
 2732 
 
 2843 
 
 2954 
 
 3064 3175 
 
 111 
 
 392 
 
 3286 
 
 3397 
 
 3508 
 
 3618 
 
 3729 
 
 38401 
 
 3950 
 
 4061 
 
 4171 4282 
 
 III 
 
 393 
 
 4393 
 
 4503 
 
 4014 
 
 4724 
 
 4834 
 
 4945 
 
 .5055 
 
 5] 65 
 
 .5276 53S6 
 
 110 
 
 394 
 
 5496 
 
 5606 
 
 5717 
 
 .5827 
 
 5937 
 
 6047 
 
 61.57 
 
 626. 
 
 6377 6487 
 
 no 
 
 395 
 
 6597 
 
 6707 
 
 6817 
 
 6927 
 
 7037 
 
 7146! 
 
 7256 
 
 7366 
 
 7476 7586 
 
 110 
 
 396 
 
 7695 
 
 7805 
 
 7914 
 
 8024 
 
 8 KM 
 
 8243 i 
 
 8353 
 
 8462 
 
 8572i 8681 
 
 110 
 
 397 
 
 8791 
 
 8900 
 
 9009 
 
 9119 
 
 922S 
 
 9;w7 
 
 9446 
 
 95.56 
 
 9665, ^^774 
 
 109 
 
 3:)8 
 
 9883 
 
 9992 
 
 .101 
 
 .210 
 
 .3191 
 
 .428 
 
 .537 
 
 .646 
 
 .755i «64 
 
 109 
 
 399 
 
 600973 
 
 I0S2 
 
 119! 
 
 1299 14081 
 
 1517 
 
 1 625 
 
 L731 
 
 1843. ly;.l 
 
 109 
 
 N. 1 1 1 1 2 1 3 i 4 1 5 i 6 '[ 7 1 8 1 9 ! P. 1 
 
A TABLE OF LOGARITHMS FROM 1 TO 10.000. 
 
 N. I 
 
 I 1 I 2 
 
 4 ! 5 I 6 I 7 i 8 I 9 I D 
 
 400 
 401 
 V)^ 
 103 
 404 
 405 
 406 
 407 
 408 
 '100 
 4l0 
 '111 
 412 
 413 
 414 
 415 
 416 
 417 
 418 
 4_19 
 420 
 421 
 422 
 423 
 424 
 425 
 420 
 127 
 428 
 4vi9 
 4S0 
 431 
 432 
 433 
 431 
 435 
 436 
 437 
 438 
 439 
 
 440 
 441 
 442 
 443 
 444 
 445 
 446 
 447 
 44 S 
 .449 
 450 
 451 
 452 
 453 
 454 
 455 
 456 
 457 
 45S 
 45!) 
 
 ¥7 
 
 602060 
 
 4-2169 
 
 1 2277 
 
 2386 
 
 3 I 'l>tBP*2f»3 
 
 13361 
 
 3469 
 
 422^334 
 
 4442 
 
 4550 
 
 5305 
 
 5413 
 
 5521 
 
 6628 
 
 6381 
 
 6489 
 
 6596 
 
 6704 
 
 7455 
 
 7562 
 
 '7669 
 
 7777 
 
 8526 
 
 8633 
 
 8740 
 
 8847 
 
 9594' 9701 
 
 9808 
 
 9914 
 
 610660 
 
 0767 
 
 0873 
 
 0979 
 
 1723 
 
 , 1829 
 
 ' 2890 
 
 1936 
 2996 
 
 2042 
 3102 
 
 612i'84 
 
 3842 
 
 3947 
 
 4053 
 
 4159 
 
 489? 
 
 5003 
 
 6108 
 
 5213 
 
 5950 
 
 6055 
 
 6160 
 
 6265 
 
 7000 
 
 7105 
 
 7210 
 
 7315 
 
 8048 
 
 8153 
 
 8257 
 
 8362 
 
 9093 
 
 9198 
 
 9302 
 
 9106 
 
 620136 
 
 0240 
 
 0344 
 
 0448 
 
 1176 
 
 12S0 
 
 1384 
 
 1488 
 
 2214 
 
 2318 
 
 2421 
 3456 
 
 2525 
 3559 
 
 623249 
 
 3353 
 
 4282 
 
 4385 
 
 4488 
 
 4591 
 
 5312 
 
 5415 
 
 5518 
 
 6621 
 
 6340 
 
 6443 
 
 6546 
 
 6648 
 
 7366 
 
 7468 
 
 7571 
 
 7673 
 
 8389 
 
 8491 
 
 8593 
 
 8695 
 
 9410 
 
 9512 
 
 9613 
 
 9716 
 
 630428 
 
 0530 
 
 0631 
 
 0733 
 
 1444 
 
 1545 
 
 1647 
 
 1748 
 
 2457 2559 
 
 2660 
 
 2761 
 
 633468 3569 
 
 3670 
 
 3771 
 
 4^177 
 
 4578 
 
 4679 
 
 4779 
 
 5484 
 
 5584 
 
 5685 
 
 5786 
 
 6488 
 
 6588 
 
 6688 
 
 6789 
 
 7490 
 
 7590 
 
 7690 
 
 7790 
 
 8489 
 
 8589 
 
 8689 
 
 8789 
 
 9486 
 
 9586 
 
 9686 
 
 9785 
 
 640481 
 
 0581 
 
 0680 
 
 0779 
 
 1474 
 
 1573 
 
 /672 
 
 1771 
 
 2465 
 
 2563 
 3551 
 
 2662 
 3650 
 
 2761 
 3749 
 
 643453 
 
 4439 
 
 4537 
 
 4636 
 
 4734 
 
 5422 
 
 5521 
 
 5619 
 
 6717 
 
 6404 
 
 6502 
 
 6600 
 
 6698 
 
 7383 
 
 7481 
 
 7579 
 
 7676 
 
 8360 
 
 8458 
 
 8555 
 
 8653 
 
 9335 
 
 9432 
 
 9530 
 
 9627 
 
 650308 
 
 0405 
 
 0502 
 
 0599 
 
 1278 
 
 1375 
 
 1472 
 
 1569 
 
 2246 
 
 2343 
 
 2440 
 3405 
 
 2636 
 3502 
 
 653213 
 
 3309 
 
 4177 
 
 4273 
 
 4369 
 
 4465 
 
 5138 
 
 5235 
 
 5331 
 
 5427 
 
 6098 
 
 6194 
 
 6290 
 
 6386 
 
 7050 
 
 7152 
 
 7247 
 
 7343 
 
 8011 
 
 8107 
 
 8202 
 
 8298 
 
 8965 
 
 9060 
 
 9155 
 
 9250 1 
 
 9916 
 
 ..11 
 
 .106 
 
 .201 
 
 680865 
 
 0960 
 
 10.55 
 
 1150 
 
 IS 13 
 
 1907 
 
 2002 
 
 2096 
 
 2494 
 
 1 2603 
 
 2711 
 
 3577 
 
 3686 
 
 3794 
 
 4058 
 
 4766 
 
 4874 
 
 5736 
 
 5844 
 
 5051 
 
 6811 
 
 6919 
 
 7026 
 
 ^8841 7991 
 
 809S 
 
 8954! 906 1 
 
 9167 
 
 ..21 
 
 .128 
 
 .234 
 
 1086 
 
 1192 
 
 1298 
 
 2148 
 
 2254 
 
 2360 
 
 3207 
 
 3313 
 
 3419 
 
 4264 
 
 4370 
 
 4475 
 
 6319 
 
 5424 
 
 5529 
 
 6370 
 
 6476 
 
 6581 
 
 7420 
 
 7525 
 
 7629 
 
 8466 
 
 8571 
 
 8676 
 
 9511 
 
 9615 
 
 9719 
 
 0552J 0666 
 
 0760 
 
 1592 
 
 1695 
 
 1799 
 
 2628 
 
 2732 
 
 2836 
 
 3663 
 
 3766 
 
 3809 
 
 4695 
 
 4798 
 
 4901 
 
 67241 5827 
 
 5929 
 
 6751 
 
 6853 
 
 69561 
 
 7776 
 
 7878 
 
 7980 
 
 8797 
 
 8900 
 
 9002 
 
 9817 
 
 9919 
 
 ..2ll 
 
 0835 
 
 0936 
 
 1038 
 
 1849 
 
 1961 
 
 2052 
 
 2862 
 
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 8836 
 
 76 
 
 574 
 
 8912 
 
 8988 
 
 9063 
 
 9139 
 
 9214 
 
 9290 
 
 9366 
 
 9^141 
 
 9517 
 
 9.592 
 
 76 
 
 575 
 
 9668 
 
 9743 
 
 9319 
 
 9894 
 
 9970 
 
 ..45 
 
 .121 
 
 .196 
 
 .272 
 
 .347 
 
 75 
 
 576 
 
 769422 
 
 0498 
 
 0573 
 
 0649 
 
 0724 
 
 0799 
 
 0875 
 
 0950 
 
 1025 
 
 1101 
 
 76 
 
 577 
 
 1176 
 
 1251 
 
 1326 
 
 1402 
 
 1477 
 
 1562 
 
 1627 
 
 1702 
 
 1778 18.53 
 
 75 
 
 578 
 
 1928 
 
 2003 
 
 2078 
 
 2153 
 
 2228 
 
 2303| 2378 
 
 2463 
 
 2529 2604 
 
 75 
 
 579 
 
 2679 
 
 27541 2829 
 
 2904' v»i 8 
 
 30631 3128' 3203 
 
 3278 .3353' 75 1 
 
 N. 
 
 U 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 H i y ' J). 1 
 
10 
 
 A TABLE OP LOGAKITirOTS FROM 1 TO 10,000. 
 
 N. 
 
 1' 1 1 f 2 1 3 i 4 1 5 1 6 1 7 1 8 i 9 ! D. 
 
 55o 
 
 7()342fc 
 
 i 350:j 
 
 3a78r 3B53, 3727 3802, 3877, 39521 4027 1 4l0l| 75 
 
 581 
 
 417C 
 
 4251 
 
 4326! 4400| 4475 4550 46241 4691 
 
 477414848! . 75 i 
 
 582 
 
 492C 
 
 ; 4998 
 
 5072 5147 5221 5296, 53701 544? 
 
 55201 5594' 75 1 
 
 583 
 
 566ij 
 
 5743 
 
 5818, 5892 5966 6041 1 61 151 619' 
 
 6264 
 
 633S 
 
 74 
 
 584 
 
 6412 
 
 6487 
 
 6562 66361 6710 67851 68591 6933 7007 
 
 7082 
 
 74 
 
 585 
 
 7156 
 
 7230 
 
 7304 7379 7453 7527| 7601 7675 774'J 
 
 782? 
 
 74 
 
 586 
 
 789S 
 
 17972 
 
 8046 8120 8194 826818342 841618490 
 
 8564 
 
 74 
 
 587 
 
 8633 
 
 18712 
 
 87861 8860 8934 9008| 9082i 9 J 56 
 9525! 9599 9673i 97461 9820i 9894 
 0263 0336 0410;' 0484! 0557| 0631 
 
 9230 
 
 9303 
 
 74 
 
 588 
 
 9377 
 
 I 9451 
 
 9968 
 
 ..42 
 
 74 
 
 589 
 
 770115 
 
 0189 
 
 0705 
 
 107781 74 1 
 
 5ii0 
 
 770852 
 
 !0926 
 
 09991 1073 1146 
 
 1220 1293! 1367 
 
 1440 
 
 1 i5"l4| 74 1 
 
 591 
 
 158? 
 
 i 1661 
 
 1734 1808 
 
 1881 
 
 1955i 2028' 2102 
 
 2175 
 
 2248 
 
 73 
 
 592 
 
 2322 
 
 ! 2395 
 
 24681 2542 
 
 2615 
 
 26881 27621 2835 
 
 2908 
 
 2981 
 
 73 
 
 593 
 
 3055 
 
 13128 
 
 3201! 3274 
 
 3348 
 
 3421| 3494 3567 
 
 3640 
 
 3713 
 
 73 
 
 594 
 
 3786 
 
 3860 
 
 3933 
 
 4006 
 
 4079! 4152! 42251 4298 
 
 4371 
 
 4444 
 
 73 
 
 595 
 
 4517 
 
 4590 
 
 4663 
 
 4736 
 
 4809! 48821 4955! 5028 
 
 5100 
 
 5173 
 
 73 
 
 596 
 
 5246 
 
 5319 
 
 5392 
 
 5465 
 
 !5538 
 
 56101 5683. 575615829 
 
 5902 
 
 73 
 
 597 
 
 5974 
 
 6047 
 
 6120 
 
 6193 
 
 6265 
 
 63331 641116483 
 
 6556 
 
 6629 
 
 73 
 
 598 
 
 6701 
 
 6774 
 
 0848 
 
 69i9 
 
 6992 
 
 7064! 7137 
 
 7209 
 
 7282 
 
 7354 
 
 73 
 
 599 
 
 7427 
 
 i 7499 
 
 7572 
 
 7644 
 
 7717 
 
 7789| 7862 
 
 7934 
 
 8006 
 
 8079 
 
 [ 72 
 
 600 
 
 77815118224 
 
 8296 
 
 8368 
 
 8441 
 
 85l3i 8585 
 
 8658 
 
 8730 
 
 8802 
 
 "72 
 
 601 
 
 8874 8947 
 
 9019 
 
 9091 
 
 9163 
 
 92361 9308 
 
 9380 
 
 9452 
 
 9524 
 
 72 
 
 602 
 
 9596 9669 
 
 9741 
 
 9813 
 
 9885 
 
 9957! ..29 
 
 .101 
 
 .173 
 
 .245 
 
 72 
 
 603 
 
 780317 0389 
 
 0461 
 
 0533 
 
 0605 
 
 0677 
 
 10749 
 
 0821 
 
 0893 
 
 0965 
 
 72 
 
 604 
 
 1037 1109 
 
 1181 
 
 1253 
 
 1324 
 
 1396 
 
 1 1468 
 
 1540 
 
 1612 
 
 16S4 
 
 72 
 
 605 
 
 1755 1827 
 
 1899 
 
 1971 
 
 2042 
 
 2114 
 
 i2186 
 
 2258 
 
 2329 
 
 2401 
 
 72 
 
 606 
 
 2473 i 2544 
 
 2616 
 
 26SS 
 
 2759 
 
 2831 
 
 12902 
 
 2974 
 
 3046 
 
 3117 
 
 72 
 
 607 
 
 3189 3260 
 
 3332 
 
 34031 3475 
 
 3546 
 
 3618 
 
 3689 
 
 3761 
 
 3832 
 
 71 
 
 608 
 
 390413975 
 
 4046,4118! 4189 
 
 4261 
 
 4332 
 
 4403! 4475 
 
 4546 
 
 71 
 
 609 
 
 461714689 
 
 4760 
 
 4831! 4902 
 
 4974 
 
 5045 
 
 5116| 5187 
 
 5259 
 
 71 
 
 610 
 
 7853301 5401 
 
 5472 
 
 6543 
 
 5615 
 
 5686 
 
 5757 
 
 582'8 
 
 5899 
 
 5970 
 
 71 
 
 611 
 
 604116112 
 
 6183 
 
 6254 
 
 6325^ 6396 
 
 6467 
 
 6538 
 
 6609 
 
 6680! 71 1 
 
 612 
 
 67511 6822 
 
 6893 6964 
 
 7035! 7106 
 
 7177 
 
 7248 
 
 7319 
 
 7390 
 
 71 
 
 613 
 
 74601 7531 
 
 7602 
 
 7673 
 
 7744 7815 
 
 78S5 
 
 7956 
 
 &027 
 
 8098 
 
 71 
 
 614 
 
 816818239 
 
 8310 
 
 8381 
 
 8451! 8522 
 
 8593 
 
 8663 
 
 8734 
 
 8804 
 
 71 
 
 615 
 
 88751 8946 
 
 9016 
 
 9087 
 
 915719228 
 
 9299 
 
 9369 
 
 9440 
 
 9510 
 
 71 
 
 616 
 
 958 1| 9651 
 
 9722 
 
 9792 
 
 9863! 9933 
 
 ...4 
 
 ..74 
 
 .144 
 
 .215 
 
 70 
 
 617 
 
 7902851 0356 
 
 0426 
 
 0496 
 
 0567 
 
 0637 
 
 0707 0778 
 
 0848 
 
 0918 
 
 70 
 
 618 
 
 0988 1059 
 
 1129! 119& 
 
 12691 
 
 1340 
 
 1410 
 
 1480 
 
 1550 
 
 1620 
 
 70 
 
 619 
 
 1691 1761 
 
 183 1| 1901 
 
 1971! 
 
 2041 
 
 2111 
 
 2181 
 
 2252; 
 
 2322J 70 1 
 
 620 
 
 792392, 
 
 2462 
 
 2532! 2602| 2672! 
 
 2742 
 
 2812 
 
 2882 
 
 2952i 
 
 3022 
 
 70 
 
 621 
 
 3092 
 
 3162 
 
 3231 1 330 l! 
 
 3371 
 
 3441 
 
 3511 
 
 3581 
 
 3651 
 
 3721 
 
 70 
 
 622 
 
 3790 
 
 3860 
 
 39301 4000| 
 
 4070 
 
 4139 
 
 4209 
 
 4279 
 
 4349 
 
 4418 
 
 70 
 
 623 
 
 4488 
 
 4558 
 5254 
 5949 
 
 4627 4697 
 
 4767 4836 
 
 4906 
 
 4976 
 
 5045 
 
 5115 
 
 70 
 
 624 
 
 5185 
 
 5324! 5393 
 
 5463 5532 
 
 5602 
 
 5672 
 
 5741 
 
 5811 
 
 70 
 
 625 
 
 5880 
 
 60191 6088 
 
 6158 6227 
 
 6297 
 
 6366 
 
 6436 
 
 6505 
 
 62 
 
 626 
 
 6574! 
 
 6644 
 
 6713! 6782! 685216921 
 
 6990 7060! 
 
 7129 
 
 7198 
 
 69 
 
 627 
 
 7268 1 
 
 7337 
 
 7406! 7475! ^545^ 7614 
 
 7683 7752 
 
 7821 
 
 7890 
 
 69 
 
 628 
 
 7960; 
 
 8029 
 
 8098|8167| 8236 8305 
 
 8374 8443! 
 
 8513 
 
 8582 
 
 69 
 
 629 
 
 865l| 
 
 8720 i 
 
 8789! 8858 8927J 8990 
 
 9005i 91341 
 
 9203! 
 
 9272 
 
 69 
 
 630 
 
 7993411 
 
 9409 
 
 94781 95^^71 96 10 9685 
 
 9754! 98231 
 
 9892 
 
 9961 
 
 69 
 
 631 
 
 800029; 
 
 0098| 
 
 0167| 0236] (n305 03731 0442 051 1! 
 
 0580 
 
 06481 69 1 
 
 632 
 
 0717 
 
 0786 
 
 0854! 0923 0992 106l|ll29 11981 
 
 1266 
 
 13351 
 
 69 
 
 633 
 
 1404 
 
 1472| 
 
 15411 1609i J678 1747! 1815 18841 1952j 2021 
 
 69 
 
 634 
 
 2039 
 
 2158; 
 
 2226! 2295| 2363 2432i 2500 2568! 2637 2705 
 
 69 
 
 635 
 
 27741 
 
 2842 
 
 29l0i 2979! 3047 3116; 3184: 3252i 3321 1 3389 
 
 68 
 
 633 
 
 3457! 
 
 3525! 
 
 3594! 3662! 3730 3798! 38071 3935i 4003' 4071 
 
 68 
 
 637 
 
 41391 
 
 42081 
 
 42761 4344' 4412 4480' 4548, 46l6| 46S5| 47531 
 
 68 
 
 638 
 
 48211 
 
 4889^ 4957! 5025 5093 5161J 52291 52'J7; 53651 543,5,' 68 1 
 
 639 ' 
 
 550 ll 
 
 5.^09' 56371 5705 5773' 584l' 59031 59^6' 6044' 6! 12^ 68 
 
 N. I 
 
 I 1 1 2 1 3 1 4 ! 5 1 6 1 7 1 8 1 9 i D. i 
 
A TARLE OF LOGARITHMS FROM I TO 10,000. 
 
 11 
 
 040' 
 
 l_o_ 
 
 1 ' 
 
 1 2 
 
 1 3_ 
 
 i 4 
 
 1 5 
 
 L6 
 
 1 7 
 
 1 8 
 
 LJL_ 
 
 i^^ 
 
 S06I80;624«|6316 6384 
 
 6451 
 
 6519 
 
 6.587| 6656, 6V'^3 
 
 67yi> 
 
 68 
 
 641 
 
 6858 i 6926 
 
 6994] 706 1 
 
 7129 
 
 7197 
 
 7201! 7.332 
 
 7400 
 
 7467 
 
 68 
 
 612 
 
 7535 
 
 7603 
 
 76701 7738 
 
 7806 
 
 7873 
 
 7941 
 
 8008 
 
 8076 
 
 8143 
 
 68 
 
 643 
 
 8211 
 
 8279 
 
 8346! 8414 
 
 8481 
 
 8549 
 
 8616 
 
 8684 
 
 8751 
 
 8818 
 
 f)7 
 
 644 
 
 8886 
 
 8953 
 
 9021 
 
 9098 
 
 9156 
 
 9223 
 
 9290 
 
 9358 
 
 9425 
 
 9492 
 
 67 
 
 645 
 
 9560 
 
 9627 
 
 9694 
 
 9762 
 
 9829 
 
 9896 
 
 9964 
 
 ..31 
 
 ..98 
 
 .165 
 
 67 
 
 646 
 
 8 1 0233 {0300 
 
 0367 
 
 0434 
 
 0501 
 
 0569 
 
 06'36 
 
 0703 
 
 0770 
 
 0837 
 
 67 
 
 647 
 
 0904 0971 
 
 1039 
 
 1106 
 
 1173 
 
 12401 1307 
 
 1374 
 
 1441 
 
 1.508 
 
 67 
 
 648 
 
 1575 1642 
 
 1709 
 
 1776 
 
 1843 
 
 19I0I 1977 
 
 2044 
 
 2111 
 
 2178 
 
 67 
 
 619 
 
 2245 2312 
 
 2379 
 
 2445 
 
 2512 
 
 2579 
 
 26461 2713 
 
 2780 
 
 2847 
 
 6/ 
 
 650 
 
 812913 
 
 2980 
 
 3047 
 
 3114 
 
 3181 
 
 3247 
 
 3314 
 
 3381 .3448 
 
 .3514 
 
 67 
 
 651 
 
 3581 
 
 3648 
 
 3714 
 
 3781 
 
 3848 
 
 3914 
 
 3981 
 
 4048 
 
 4114 
 
 4181 
 
 67 
 
 652 
 
 4248 
 
 4314 
 
 4381 
 
 4447 
 
 4514 
 
 4,581 
 
 4647 
 
 4714 
 
 4780 
 
 4847 
 
 67 
 
 653 
 
 4913 
 
 4980 
 
 5046 
 
 5113 
 
 5179 
 
 5246 
 
 .5312 
 
 5378 
 
 5445 
 
 .5511 
 
 66 
 
 654 
 
 5578 
 
 5644 
 
 57 1 1 
 
 5777 
 
 5843 
 
 .5910 
 
 5976 
 
 6042 
 
 6109 
 
 6175 
 
 66 
 
 655 
 
 6241 
 
 6308 
 
 6374 
 
 6440 
 
 6.506 
 
 6573 
 
 6639 
 
 6705 
 
 6771 
 
 6838 
 
 66 
 
 656 
 
 6904 
 
 6970 
 
 7036 
 
 7102 
 
 7169 
 
 7235 
 
 7301. 
 
 7367 
 
 7433 
 
 7499 
 
 06 
 
 657 
 
 7565 
 
 7631 
 
 7698 
 
 7764 
 
 7830 
 
 7896 
 
 7962 
 
 8028 
 
 8094 
 
 8160 
 
 66 
 
 658 
 
 8226 
 
 8292 
 
 8,358 
 
 8424 
 
 8490 
 
 8.556 
 
 8622 
 
 8688 
 
 87.54 
 
 8820 
 
 66 
 
 659 
 
 8885 
 
 895 1 
 
 9017 
 
 9083 
 
 9149 
 
 9215 
 
 9281 
 
 9.346 
 
 9412 
 
 9478 
 
 66 
 
 660 
 
 819544 
 
 9610 
 
 9676 
 
 9741 
 
 9807 
 
 9873 
 
 9939 
 
 ...4 
 
 ..70 
 
 . 136 
 
 66 
 
 661 
 
 820201 
 
 0267 
 
 0333 
 
 0399 
 
 0464 
 
 0530 
 
 0.595 
 
 0661 
 
 0727 
 
 0'"92 
 
 66 
 
 662 
 
 0858 
 
 0924 
 
 0989 
 
 10.55 
 
 1120 
 
 1186 
 
 1251 
 
 1317 
 
 1382 
 
 1448 
 
 66 
 
 663 
 
 1514 
 
 1579 
 
 1645 
 
 1710 
 
 1775 
 
 1841 
 
 1906 
 
 1972 
 
 2037 
 
 2103 
 
 65 
 
 664 
 
 2168 
 
 2233 
 
 2299 
 
 2364 
 
 2430 
 
 2495 
 
 2560 
 
 2626 
 
 2691 
 
 27.56 
 
 65 
 
 665 
 
 2822 
 
 2887 
 
 2952 
 
 3018 
 
 3083 
 
 3148 
 
 3213 
 
 3279 
 
 3344 
 
 3409 
 
 65 
 
 666 
 
 3474 
 
 3539 
 
 3605 
 
 3670 
 
 3735 
 
 3800 
 
 3865 
 
 3930 
 
 3996 
 
 4061 
 
 65 
 
 667 
 
 412(;' 
 
 4191 
 
 4256 
 
 4321 
 
 4386 
 
 4451 
 
 4516 
 
 4581 
 
 4646 
 
 471J 
 
 65 
 
 668 
 
 4776 
 
 4841 
 
 4906 
 
 4971 
 
 5036 
 
 5101 
 
 5166 
 
 .5231 
 
 6296 
 
 .5361 
 
 65 
 
 069 
 
 5426 
 
 5491 
 
 5556 
 
 5621 
 
 5686 
 
 .5751 
 
 .5815 
 
 5880 
 
 5945 
 
 6010 
 
 65 
 
 670 
 
 82607^ 
 
 6140 
 
 6204 
 
 6269 
 
 6334 
 
 6399 
 
 6464 
 
 6528 
 
 6593 
 
 6658 
 
 65 
 
 671 
 
 6723 
 
 6787 
 
 6852 
 
 6917 
 
 6981 
 
 7046 
 
 7111 
 
 7175 
 
 7240 
 
 7305 
 
 05 
 
 672 
 
 7369 
 
 7434 
 
 7499 
 
 7563 
 
 7628 
 
 7692 
 
 7757 
 
 7821 
 
 7886 
 
 7951 
 
 65 
 
 673 
 
 8015 
 
 8080 
 
 8144 
 
 8209 
 
 8273 
 
 8338 
 
 8402 
 
 8467 
 
 8.531 
 
 8595 
 
 64 
 
 674 
 
 8660 
 
 8724 
 
 8789 
 
 8853 
 
 8918 
 
 8982 
 
 9046 
 
 9111 
 
 9175 
 
 9239 
 
 64 
 
 675 
 
 9304 
 
 9368 
 
 0432 
 
 9497 
 
 9561 
 
 9625 
 
 9690 
 
 97.54 
 
 9818 
 
 9882 
 
 64 
 
 676 
 
 9947 
 
 ..11 
 
 ..75 
 
 .139 
 
 .204 
 
 .268 
 
 .332 
 
 •396 
 
 .460 
 
 .525 
 
 64 
 
 677 
 
 830589 
 
 0653 
 
 0717 
 
 0781 
 
 0845 
 
 0909 
 
 0973 
 
 1037 
 
 1102 
 
 1166 
 
 64 
 
 678 
 
 1230 
 
 1294 
 
 13.58 
 
 1422 
 
 1486 
 
 1,5,50 
 
 1614 
 
 1678 
 
 1742 
 
 1806 
 
 64 
 
 679 
 
 1870 
 
 1934 
 
 1998 
 
 2062 
 
 2126 
 
 2189 
 
 2253 
 
 2317 
 
 2381 
 
 2445 
 
 64 
 
 680 
 
 832509 
 
 2573 
 
 2637 
 
 2700 
 
 2764 
 
 2828 
 
 2892 
 
 29"56 
 
 3020 
 
 3083 
 
 64 
 
 681 
 
 3147 
 
 .3211 
 
 3275 
 
 3338 
 
 3402 
 
 3466 
 
 3530 
 
 3593 
 
 3657 
 
 3721 
 
 64 
 
 682 
 
 3784 
 
 3848 
 
 3912 
 
 3975 
 
 4039 
 
 4103 
 
 4166 
 
 4230 
 
 4294 
 
 4357 
 
 64 
 
 683 
 
 4421 
 
 4484 
 
 4548 
 
 4611 
 
 4675 
 
 4739 
 
 4802 
 
 48.66 
 
 4929 
 
 4993 
 
 64 
 
 684 
 
 5056 
 
 5120 
 
 5183 
 
 5247 
 
 i.310 
 
 .5373 
 
 .5437 
 
 5500 
 
 5564 
 
 5627 
 
 63 
 
 685 
 
 5691 
 
 5754 
 
 .5817 
 
 .5881 
 
 5944 
 
 6007 
 
 6071 
 
 6134 
 
 6197 
 
 6261 
 
 63 
 
 686 
 
 6324 
 
 6387 
 
 6451 
 
 6514 
 
 6577 
 
 6641 
 
 6704 
 
 6767 
 
 6830 
 
 6894 
 
 63 
 
 687 
 
 6957 
 
 7020 
 
 7083 
 
 7146 
 
 7210 
 
 7273 
 
 7336 
 
 7399 
 
 7462 
 
 7525 
 
 63 
 
 688 
 
 7588 
 
 7652 
 
 7715 
 
 7778 
 
 7841 
 
 7904 
 
 7907 
 
 8030 
 
 8093 
 
 81.56 
 
 63 
 
 689 
 
 8219 
 
 8282 
 
 8345 
 
 8408 
 
 8471 
 
 8534 
 
 8597 
 
 8660 
 
 8723 
 
 8786 
 
 .63 
 
 690 
 
 838849 
 
 8912 
 
 8975 
 
 9038 
 
 9101 
 
 9164 
 
 9227 
 
 92891 9352 
 
 9415 
 
 63 
 
 691 
 
 9478 
 
 9541 
 
 9604 
 
 9667 
 
 9729 
 
 9792 
 
 9855 
 
 991819981 
 
 ..43 
 
 63 
 
 692 
 
 840106 
 
 0169 
 
 0232 
 
 0294 
 
 0357 
 
 0420 
 
 0482 
 
 05451 0608 
 
 0671 
 
 63 
 
 693 
 
 0733 
 
 0796 0859 
 
 0921 
 
 0984 
 
 1046 
 
 1109 
 
 1172! 1234 
 
 1297 
 
 63 
 
 694 
 
 1359 
 
 1422 1485 
 
 1.547 
 
 1610 
 
 1672 
 
 1735 
 
 17971 1860 
 
 2422 2484 
 
 1922 
 
 63 
 
 695 
 
 1985 
 
 2047 2110 
 
 2172 
 
 2235 
 
 2297 
 
 2360 
 
 2.547 
 
 62 
 
 696 
 
 2609 
 
 2672 2734 
 
 2796 
 
 2859 
 
 2921 
 
 2983 
 
 3046 3108 
 
 3170 62 
 
 697 
 
 3233 
 
 3295 3357 
 
 3420 
 
 3482 
 
 3.544 
 
 3606 
 
 3669 3731 
 
 3793 62 
 
 69S 
 
 3855 
 
 3918 3980 
 
 4042 
 
 4104 
 
 4166 
 
 4229 
 
 4291:43.53 
 
 4415 62 
 
 699 
 
 4477 
 
 4539 460: 
 
 4«f)I 
 
 4726 
 
 4788 
 
 48 5( 
 
 4912 4974; 5036' o2 ' 
 
 1^1 
 
 Il|2!3i4|5|6|7|sl9|n. 1 
 
 16 
 
12 
 
 A TABLE OF L0GARITH3TS FROM 1 TO 10,000. 
 
 N. 1 1 1 1 2 1 3 1 4 1 5 1 fi 1 7 1 8 1 9 1 D. 1 
 
 7t)() 
 
 845098 
 
 15160.6222 
 
 5284 
 5904 
 
 5346.540815170 
 
 5532 
 
 5594 
 
 5656 
 
 02 
 
 701 
 
 5718 
 
 5780 
 
 5842 
 
 5966 
 
 6028 6090 
 
 0151 
 
 6213 
 
 6275 
 
 62 
 
 702 
 
 6337 
 
 1 6399 
 
 6461 
 
 6523 
 
 6585 
 
 6646! 6708 
 
 6770 
 
 6832 
 
 6894 
 
 62 
 
 703 
 
 6955 
 
 17017 
 
 7079 
 
 7141 
 
 7202 
 
 7264 
 
 7326 
 
 7388 
 
 7449 
 
 7511 
 
 62 
 
 704 
 
 7573 
 
 7634 
 
 76 £6 
 
 7758 
 
 7819 
 
 7881 
 
 7943 
 
 8004 
 
 8066 
 
 8123 
 
 62 
 
 705 
 
 8189 
 
 8251 
 
 8312 
 
 8374 
 
 8435 
 
 8497 
 
 8559 
 
 8620 
 
 8682 
 
 8743 
 
 02 
 
 706 
 
 8805 
 
 8866 
 
 8928 
 
 8989 
 
 9051 
 
 9112 
 
 9174 
 
 9235 
 
 9297 
 
 .y358 
 
 61 
 
 707 
 
 9419 
 
 9481 
 
 9542 
 
 9604 
 
 9665 
 
 9726 
 
 9788 
 
 9849 
 
 9911 
 
 9972 
 
 61 
 
 708 
 
 850033 
 
 0095 
 
 0156 
 
 0217 
 
 0279 
 
 0340 
 
 0401 
 
 0462 
 
 0524 
 
 0585 
 
 61 
 
 709 
 710 
 
 0046 
 
 0707 
 1320 
 
 0769 
 1381 
 
 0830 
 1442 
 
 0891 
 1503 
 
 0952 
 1564 
 
 1014 
 1625 
 
 1075 
 1686 
 
 1136 
 1747 
 
 1197 
 
 1809 
 
 61 
 61 
 
 85125S 
 
 711 
 
 1870 
 
 1931 
 
 1992 
 
 2053 
 
 2114 
 
 2175 
 
 2236 
 
 2297 
 
 2358 
 
 2419 
 
 61 
 
 712 
 
 2480 
 
 2541 
 
 2602 
 
 2663 
 
 2724 
 
 2785 
 
 2846 
 
 29^7 
 
 2968 
 
 3029 
 
 61 
 
 713 
 
 3090 
 
 3150 
 
 3211 
 
 3272 
 
 3333 
 
 3^9^ 
 
 3455 
 
 3516 
 
 3577 
 
 3637 
 
 61 
 
 714 
 
 3898 
 
 3759 
 
 3820 
 
 3881 
 
 3941 
 
 4002 
 
 40' 3 
 
 4124 
 
 4185 
 
 4245 
 
 61 
 
 715 
 
 4306 
 
 4367 
 
 4428 
 
 4488 
 
 4549 
 
 4610 
 
 4670 
 
 4731 
 
 4792 
 
 4852 
 
 61 
 
 716 
 
 4913 
 
 4974 
 
 5034 
 
 5095 
 
 5156 
 
 5216 
 
 5277 
 
 5337 
 
 5398 
 
 5459 
 
 61 
 
 717 
 
 5519 
 
 5580 
 
 5640 
 
 5701 
 
 5761 
 
 5822 
 
 5882 
 
 5943 
 
 6003 
 
 6064 
 
 61 
 
 718 
 
 6124 
 
 6185 
 
 6245 
 
 6306 
 
 6366 
 
 6427 
 
 6487 
 
 6548 
 
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 6668 
 
 60 
 
 719 
 
 6729 
 
 6789 
 
 6850 
 
 6910 
 
 6970 
 
 7031 
 
 7091 
 
 7152 
 
 7212 
 
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 60 
 
 720 
 
 857332 
 
 7393 
 
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 7513 
 
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 7634 
 
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 60 
 
 721 
 
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 8417 
 
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 60 
 
 722 
 
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 8833 
 
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 60 
 
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 60 
 
 724 
 
 9739 
 
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 ..33 
 
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 .1.58 
 
 .218 
 
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 60 
 
 725 
 
 860333 
 
 03&S 
 
 0458 
 
 0518 
 
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 0637 
 
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 0757 
 
 0817 
 
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 60 
 
 726 
 
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 1116 
 
 1176 
 
 1236 
 
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 1.355 
 
 1415 
 
 1475 
 
 60 
 
 727 
 
 1534 
 
 1594 
 
 1654 
 
 1714 
 
 1773 
 
 1833 
 
 1893 
 
 1952 
 
 2012 
 
 2072 
 
 60 
 
 728 
 
 2131 
 
 2191 
 
 2251 
 
 2310 
 
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 2489 
 
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 2608 
 
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 729 
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 2906 
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 60 
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 863323 
 
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 4214 
 
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 59 
 
 733 
 
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 5400 
 
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 59 
 
 734 
 
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 5814 
 
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 5933 
 
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 6169 
 
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 59 
 
 735 
 
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 6465 
 
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 6701 
 
 6760 
 
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 59 
 
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 59 
 
 737 
 
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 7526 
 
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 59 
 
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 976;) 
 
 59 
 59 
 
 869232 
 
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 741 
 
 9818 
 
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 59 
 
 742 
 
 870404 
 
 0462 
 
 0521 
 
 0579 
 
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 0696' 
 
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 0813 
 
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 743 
 
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 1047 
 
 1106 
 
 1164 
 
 1223 
 
 1281 
 
 1339 
 
 1398 
 
 1456 
 
 1515 
 
 58 
 
 744 
 
 1573 
 
 1631 
 
 i690 
 
 1748 
 
 1806 
 
 1865 
 
 1923 
 
 1981 
 
 2040 
 
 2098 
 
 58 
 
 745 
 
 2156 
 
 2215 
 
 2273 
 
 2331 
 
 2389 
 
 2448 
 
 2506 
 
 2564 
 
 2622 
 
 2681 
 
 58 
 
 746' 
 
 2739 
 
 2797 
 
 2855 
 
 2913 
 
 2972 
 
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 4714 
 
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 4945 
 
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 750 
 
 875061 
 
 5119 
 
 5177 
 
 5235 
 
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 5351 
 
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 5466 
 
 5524 
 
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 58 
 
 751 
 
 5640 
 
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 5313 
 
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 5929 
 
 5987 
 
 6045 
 
 6102 
 
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 58 
 
 •752 
 
 6218 
 
 6276 
 
 6333 
 
 6391 
 
 6449 
 
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 6564 
 
 6622 
 
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 58 
 
 753 
 
 6795 
 
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 58 
 
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 7429 
 
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 7544 
 
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 7717 
 
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 78;?2 
 
 7889 
 
 58 
 
 755 
 
 7947 
 
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 8119 
 
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 82:4 
 
 8292 
 
 8349 
 
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 8464 
 
 57 
 
 756 
 
 8522 
 
 8579 
 
 8637 
 
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 3752 
 
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 8924 
 
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 57 
 
 757 
 
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 9440 
 
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 57 
 
 T^Q 
 
 9669 
 
 9726 
 
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 .70 
 
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 57 
 
 759 
 
 880242 
 
 0299 
 
 0356 
 
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 0585 
 
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 0699 
 
 0756 
 
 57 
 
 Ji. 
 
 1 I i 2. 1 3 1 4 1 5 1 6 1 7 i a 1 9 1 D. 1 
 
A TABI.F OF LOGAItlTIIMS FR03I 1 TO 10,000. 
 
 13 
 
 N. 
 
 1 1 ! 2 1 3 1 4 1 5 1 6 i 7 1 8 i 9 1 D. 
 
 
 Wo' 
 
 880814,0871, 
 
 0928 09851 
 
 1042 
 
 1099 
 
 1 166 
 
 I213j 12711 
 
 1328. 57 
 
 
 701 
 
 1385 
 
 1442 
 
 1499 
 
 1556 
 
 1613 
 
 1670 
 
 1727 
 
 1784! 
 
 1841 
 
 1898! 57 
 
 
 703 
 
 1955 
 
 2012 
 
 2069 
 
 2126 
 
 2183 
 
 2240 
 
 2297 
 
 2354 
 
 2411 
 
 24681 57 
 
 
 763 
 
 2525 
 
 2581 
 
 2638 
 
 2695 
 
 2752 
 
 2809 
 
 2866 
 
 2923 
 
 2980130371 57 
 
 
 7(54 
 
 3093 
 
 3160 
 
 3207 
 
 3264 
 
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 3548! 3605 57 
 
 
 765 
 
 3661 
 
 3718 
 
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 3832 
 
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 3945 
 
 4002 
 
 4059 
 
 4115U172' 57 
 
 
 766 
 
 4229 
 
 4285 
 
 4342 
 
 4399 
 
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 4512 
 
 4569 
 
 4625 
 
 46821 4739 
 
 57 
 
 
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 4852 
 
 4909 
 
 4965 
 
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 52481 5305 
 
 57 
 
 
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 5418 
 
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 5531 
 
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 5813, 6870 
 
 57 
 
 
 769 
 
 770 
 
 5926 
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 5983 
 6547 
 
 6039 
 
 6096 ■ 
 6660 
 
 6152 
 6716 
 
 6209 
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 6265 
 6829 
 
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 63781 6'i34 
 6942! 6998 
 
 56 
 56 
 
 
 6604 
 
 
 771 
 
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 7505 1 7561 
 
 56 
 
 
 772 
 
 7617 
 
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 7730 
 
 7786 
 
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 8067 8123 
 
 56 
 
 
 773 
 
 8179 
 
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 8460 
 
 85 J 6 
 
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 8629 8685 
 
 56 
 
 
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 8965 
 
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 9190 9246 
 
 56 
 
 
 775 
 
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 9414 
 
 9470 
 
 9526 
 
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 97501 9806 
 
 56 
 
 
 776 
 
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 9918 
 
 9974 ..30| 
 
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 .253 
 
 .309 .365 
 
 56 
 
 
 777 
 
 890421 
 
 0477 
 
 0533 
 
 0589 
 
 0645 
 
 0700 
 
 0756 
 
 0812 
 
 0868 0924 
 
 56 
 
 
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 0980 
 
 1035 
 
 1091 
 
 1147 
 
 1203 
 
 1259 
 
 1314 
 
 1370 
 
 1426 1482 
 
 66 
 
 
 779 
 
 1537 
 
 1593 
 
 1049 
 
 1705 
 
 1760 
 
 1816 
 
 1872 
 
 1928 
 
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 56 
 
 
 780 
 
 892095 
 
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 2206 
 
 2262 
 
 2317 
 
 2373 
 
 2429 
 
 2484 
 
 2540 2595 
 
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 781 
 
 2651 
 
 2707 
 
 2762 
 
 2818 
 
 2873 
 
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 2985 
 
 3040 
 
 3096 3151 
 
 56 
 
 
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 3318 
 
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 3762 
 
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 3873 
 
 3928 
 
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 4039 
 
 4094 
 
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 4538 
 
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 5036 
 
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 5699 
 
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 55 
 
 
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 55 
 
 
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 6747 
 
 6S02 
 
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 6912 
 
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 55 
 
 
 789 
 790 
 
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 7187 
 
 7242 
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 7297 
 
 7847 
 
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 7462 
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 7517 
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 55 
 
 55 
 
 
 897627 
 
 7737 
 
 
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 8561 
 
 8616 
 
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 55 
 
 
 792 
 
 8725 
 
 8780 
 
 8835 
 
 8890 
 
 8944 
 
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 9054 
 
 9109 
 
 9164 
 
 9218 
 
 65 
 
 
 793 
 
 9273 
 
 9328 
 
 9383 
 
 9437 
 
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 9547 
 
 9602 
 
 9656 
 
 9711 
 
 9766 
 
 55 
 
 
 794 
 
 9821 
 
 9875 
 
 9930 
 
 9985 
 
 ..39 
 
 ..94 
 
 .149 
 
 .203 
 
 .258 
 
 .312 
 
 65 
 
 
 795 
 
 900367 
 
 0422 
 
 047G 
 
 0531 
 
 0586 
 
 0640 
 
 0695 
 
 0749 
 
 0804 
 
 0869 
 
 55 
 
 
 79G 
 
 0913 
 
 0968 
 
 1022 
 
 1077 
 
 1131 
 
 1186 
 
 1240 
 
 1295 
 
 1349 
 
 1404 
 
 55 
 
 
 797 
 
 1458 
 
 1513 
 
 1567 
 
 1622 
 
 1676 
 
 1731 
 
 1785 
 
 1840 
 
 1894 
 
 1948 
 
 54 
 
 
 798 
 
 2003 
 
 2057 
 
 2112 
 
 2166 
 
 2221 
 
 2275 
 
 2329 
 
 2384 
 
 2438 
 
 2492 
 
 54 
 
 
 799 
 800 
 
 2547 
 
 2601 
 3144 
 
 2655 
 3199 
 
 2710 
 
 2764 
 3307 
 
 2818 
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 2873 
 3416 
 
 2927 
 3470 
 
 2981 
 3524 
 
 3036 
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 64 
 64 
 
 
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 801 
 
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 3795 
 
 3849 
 
 3904 
 
 3958 
 
 4012 
 
 4066 
 
 4120 
 
 54 
 
 
 802 
 
 4174 
 
 4229 
 
 4283 
 
 4337 
 
 4391 
 
 4445 
 
 4499 
 
 4553 
 
 4607 
 
 4661 
 
 64 
 
 
 803 
 
 4716 
 
 4770 
 
 4824 
 
 4878 
 
 4932 
 
 4986 
 
 5040 
 
 5094 
 
 5148 
 
 6202 
 
 54 
 
 
 804 
 
 5256 
 
 5310 
 
 5364 
 
 5418 
 
 5472 
 
 5526 
 
 5580 
 
 56.34 
 
 5688 
 
 6742 
 
 54 
 
 
 805 
 
 5796 
 
 5850 
 
 5904 
 
 5958 
 
 6012 
 
 6066 
 
 6119 
 
 6173 
 
 6227 
 
 6281 
 
 54 
 
 
 806 
 
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 6389 
 
 6443 
 
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 6551 
 
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 6658 
 
 6712 
 
 6766 
 
 6820 
 
 54 
 
 
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 6874 
 
 6927 
 
 6981 
 
 7035 
 
 7089 
 
 7143 
 
 7196 
 
 7250 
 
 7304 
 
 7358 
 
 64 
 
 
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 7411 
 
 7465 
 
 7519 
 
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 7626 
 
 7680 
 
 7734 
 
 7787 
 
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 7895 
 
 54 
 
 
 809 
 810 
 
 7949 
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 8002 
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 8217 
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 8270 
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 8324 
 
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 8914 
 
 8431 
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 54 
 
 
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 8699 
 
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 9021 
 
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 54 
 
 
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 9610 
 
 966319716 
 
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 9823 
 
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 53 
 
 
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 53 
 
 
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 0624 
 
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 0731 
 
 0784 
 
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 0944 
 
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 1051 
 
 1104 
 
 63 
 
 
 815 
 
 1158 
 
 1211 
 
 1264 
 
 1317 
 
 1371 
 
 1424 
 
 1477 
 
 1530 
 
 1584 
 
 1637 
 
 53 
 
 
 816 
 
 1690 
 
 i 1743 
 
 1797 
 
 1850 
 
 1903 
 
 1956 
 
 2009 
 
 2063 
 
 2116 
 
 2169 
 
 53 
 
 
 817 
 
 2222 
 
 12275 
 
 2328 
 
 2381 
 
 2435 
 
 2488 
 
 2541 
 
 2594 
 
 2647 
 
 2700 
 
 53 
 
 
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 2753 
 
 12806 
 
 2859 
 
 2913 
 
 2966 
 
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 3125 
 
 3178 
 
 3231 
 
 53 
 
 
 82^9 
 
 3284 
 
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 3390 
 
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 3549 
 
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 3655! 3708 
 
 376 ll 53 1 
 
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 1 1 1 1 2 1 3 1 4 ! 5 1 6 1 7 i 8 i 9 1 O. 
 
 1 
 
14 
 
 A TAnLE OF IOnAl?ITir3IS FK031 I TO 10,000. 
 
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 ( 1 1 ! 2 I 3 1 4 1 5 1 G 1 7 1 8 i 9 1 D. 1 
 
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 913314, 38871 3920| 3973, 4026 
 
 4079 
 
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 4555 
 
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 4766 
 
 4819: .53 
 
 822 
 
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 50S3 
 
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 52941 5347 
 
 53 
 
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 5400 5453 
 
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 53 
 
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 7085 7138 
 
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 761 1| 7663 
 
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 78731 7925 
 
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 8973 
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 9026 
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 62 
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 1010 
 
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 1270 1322 
 
 1374 
 
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 2258 
 
 231012362 
 
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 52 
 
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 2829 2881 
 
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 3607 
 
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 3762 
 
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 4383! 4434 
 
 3969 
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 51 
 
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 0745 
 
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 51 
 
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 1000 
 
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 1102 
 
 1153 
 
 1204 
 
 1254 
 
 1305 
 
 1356 
 
 1407 
 
 51 
 
 854 
 
 1458 
 
 1509 
 
 1560 
 
 1610 
 
 1661 
 
 1712 
 
 1763 
 
 1814 
 
 1865 
 
 1915 
 
 51 
 
 855 
 
 1966 
 
 2017 
 
 2068 
 
 2118 
 
 2169 
 
 2220 
 
 2271 
 
 2322 
 
 2372 
 
 2423 
 
 51 
 
 856 
 
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 2524 
 
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 2677 
 
 2727 
 
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 2879 
 
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 2981 
 
 3031 
 
 3082 
 
 3133 
 
 3183 
 
 3234 
 
 3285 
 
 3335 
 
 .3386 
 
 3437 
 
 51 
 
 858 
 
 3487 
 
 3538 
 
 3589 
 
 3639 
 
 3690 
 
 3740 
 
 .3791 
 
 3841 
 
 3892 
 
 3943 
 
 51 
 
 859 
 860 
 
 3993 
 
 4044 
 4549 
 
 4094 
 4599 
 
 4145 
 4650 
 
 4195 
 4700 
 
 4246 
 4751 
 
 4296 
 4801 
 
 4347 
 4852 
 
 4397 
 
 4448 
 49.53 
 
 51 
 60 
 
 934498 
 
 4902 
 
 861 
 
 5003 
 
 5064 
 
 5104 
 
 5154 
 
 5205 
 
 5255 
 
 5306 
 
 5356 
 
 .5406 
 
 .5457 
 
 50 
 
 862 
 
 5507 
 
 5558 
 
 6608 
 
 5658 
 
 5709 
 
 6759' 6809 
 
 5860 
 
 .5910 
 
 5960 
 
 60 
 
 863 
 
 6011 
 
 6061 
 
 6111 
 
 6162 
 
 6212 
 
 6262' 6313 
 
 6363 
 
 6413 
 
 C463 
 
 60 
 
 864 
 
 6514 
 
 6564 
 
 .6614 
 
 6665 
 
 6715 
 
 6765 
 
 6815 
 
 6865 
 
 6916 
 
 6966 
 
 50 
 
 865 
 
 7016 
 
 7066 
 
 7117 
 
 7167 
 
 7217 
 
 7267 
 
 7317 
 
 7367 
 
 7418 
 
 7468 
 
 60 
 
 8661 
 
 7518 
 
 7568 
 
 7618 
 
 7668 
 
 7718 
 
 77J69 
 
 7819 
 
 7869 7919 
 
 7969 
 
 60 
 
 867 
 
 8019 
 
 8069 
 
 8119 
 
 8169 
 
 8219 
 
 8269 
 
 8320 
 
 8370 8420 
 
 8470 
 
 50 
 
 868 
 
 8520 
 
 8570 
 
 8620 
 
 8670 
 
 8720 
 
 8770 
 
 8820 
 
 8870 8920 
 
 8970 
 
 50 
 
 869 
 
 9020 
 
 9070 
 
 9120 
 
 9170 
 
 9220 
 
 9270 
 
 9320 
 
 9369 9419 
 
 9469 
 
 50 
 
 870 
 
 9395-9 
 
 9569 
 
 9619 
 
 9669 
 
 9719 
 
 9769 
 
 9819 
 
 9869 
 
 9918 
 
 9968 
 
 60 
 
 871 
 
 940018 
 
 0068 
 
 0118 
 
 0168 
 
 0218 
 
 0267 
 
 0317 
 
 0367 
 
 0417 
 
 0467 
 
 50 
 
 872 
 
 0516 
 
 0566 
 
 0616 
 
 0666 
 
 0716 
 
 0765 
 
 0815 
 
 0865 
 
 0915 
 
 0964 
 
 50 
 
 873 
 
 UH4 
 
 1064 
 
 1114 
 
 1163 
 
 1213 
 
 1263 
 
 1313 
 
 1362 
 
 1412 
 
 1462 
 
 50 
 
 874 
 
 1511 
 
 1561 
 
 1611 
 
 1660 
 
 1710 
 
 1760 
 
 1809 
 
 1859 
 
 iq09 
 
 1958 
 
 50 
 
 875 
 
 2008 
 
 2058 
 
 2107 
 
 2157 
 
 2207 
 
 2256 
 
 2306 
 
 2355 
 
 2405 
 
 2455 
 
 50 
 
 876 
 
 2504 
 
 2554 
 
 2603 
 
 2653 
 
 2702 
 
 2752 
 
 2801 
 
 28511 
 
 2901 
 
 2950 
 
 50 
 
 877 
 
 3000 
 
 3049 
 
 3099 
 
 3148 
 
 3198 
 
 3247 
 
 3297 
 
 33461 33961 3445 i 
 
 49 
 
 878 
 
 3495 
 
 35-44 
 
 3593 
 
 3643 
 
 3692 
 
 3742! 
 
 3791 
 
 3841 3890i 3939] 
 
 49 
 
 879 
 
 3989 
 
 4038 4088' 4137 
 
 41861 42361 4285 
 
 43351 4334' 4433 49 | 
 
 N. 
 
 i 1 1 2 1 8 1 4 1 5 ' 6 1 7 1 8 ' 9 1 D. 1 
 

 A TABLE Cil'- LOOAKTTIIMS FROM T TO 10,000. 
 
 
 1^ 
 
 N. 
 
 1 1 1 2 1 3 1 4 i 5 1 6 1 7 1 8 1 9 ; l>. 1 
 
 88b" 
 
 944483 4532 
 
 45 SI 46311 
 
 4680 
 
 4729 
 
 4779 
 
 48ii8i4877i49--;71 49 1 
 
 881 
 
 4976 
 
 5025 
 
 5074 
 
 5124 
 
 5173 
 
 5222 
 
 5272 
 
 5321 .5370 
 
 54191 49 
 
 882 
 
 5469 
 
 5518 
 
 5567 
 
 5616 
 
 5665 
 
 5715 
 
 5764 
 
 .581315862 
 
 59 1 21 49 
 
 883 
 
 5981 
 
 6010 
 
 6059 
 
 6108 
 
 6157 
 
 6207 
 
 6256 
 
 6305] 0354 
 
 6403! 49 
 
 884 
 
 6452 
 
 C501 
 
 6551 
 
 6600 
 
 6649 
 
 6698 
 
 6747 
 
 6796 1 6845 
 
 6894 49 
 
 88.'i 
 
 6943 
 
 6992 
 
 7041 
 
 7090 
 
 7140 
 
 7189 
 
 7238 
 
 72871 7336 
 
 7385 
 
 49 
 
 886 
 
 7434 
 
 7483 
 
 7532 
 
 7581 
 
 7630 
 
 7679 
 
 7728 
 
 7777 7826 
 
 7875 
 
 49 
 
 887 
 
 7924 
 
 7973 
 
 8022 
 
 8070 
 
 8119 
 
 8168 
 
 8217 
 
 8266 
 
 8315 
 
 8364 
 
 49 
 
 888 
 
 8413 
 
 8462 
 
 8511 
 
 8560 
 
 8609 
 
 8657 
 
 8706 
 
 8755 
 
 8804 
 
 8853 
 
 49 
 
 889 
 
 8902 8951 
 
 8999 
 
 9048 
 
 9097 
 
 9146 
 
 9195 
 
 9244 
 
 9292 
 
 9341 
 
 49 
 
 890 
 
 949390 
 
 94nyi 4488 
 
 9536 
 
 9585 
 
 9634 
 
 9683 
 
 9731 
 
 9780 
 
 9829 49 1 
 
 891 
 
 9878 
 
 99/6:9975 
 
 ..24 
 
 ..73 
 
 .121 
 
 .170 
 
 .219 .2671 
 
 .316 
 
 49 
 
 892 
 
 950365 
 
 04 4; 0462 
 
 0511 
 
 0560 
 
 0608 
 
 0057 
 
 0706 
 
 0754 
 
 0803 
 
 49 
 
 893 
 
 08*=: 
 
 0.>00 
 
 0949 
 
 0997 
 
 1046 
 
 1005 
 
 1143 
 
 1192 
 
 1240 
 
 1289 
 
 49 
 
 894 
 
 13J8 1386 
 
 1435 
 
 1483 
 
 1532 
 
 1.580 
 
 1629 
 
 1677 
 
 1726 
 
 1775 
 
 49 
 
 8^5 
 
 1823 
 
 18:2 
 
 1920 
 
 1969 
 
 2017 
 
 2066 
 
 2114 
 
 2163 
 
 2211 
 
 2260 
 
 48 
 
 d96 
 
 2308 
 
 2356 
 
 2405 
 
 2453 
 
 2502 
 
 2550 
 
 2599 
 
 2647 
 
 2696 
 
 2744 
 
 48 
 
 897 
 
 2792 
 
 2841 
 
 2889 
 
 2938 
 
 2986 
 
 3034 
 
 3083 
 
 3131 
 
 3180 
 
 3228 
 
 48 
 
 898 
 
 3276 
 
 3325 
 
 3373 
 
 3421 
 
 3470 
 
 3518 
 
 3566 
 
 3615 
 
 3663 
 
 3711 
 
 48 
 
 899 
 
 3760 
 
 3808 
 
 3856 
 
 3905 
 
 3953 
 
 4001 
 
 4049 
 
 4098 
 
 4146 
 
 4194 
 
 48 
 
 9U0 
 
 954243 
 
 4291 
 
 4339 
 
 4387 
 
 4435 
 
 4484 
 
 4532 
 
 4580 
 
 4628 
 
 4677 
 
 ll8 
 
 901 
 
 4725 
 
 4773 
 
 4821 
 
 4869 
 
 4918 
 
 4966 
 
 .5014 
 
 5062 5110 
 
 5158 
 
 48 
 
 902 
 
 5207 
 
 5255 
 
 5303 
 
 5351 
 
 5399 
 
 5447 
 
 5495 
 
 5543 5592 
 
 5640 
 
 48 
 
 903 
 
 5688 
 
 5736 
 
 5784 
 
 5832 
 
 5880 
 
 5928 
 
 5976 
 
 6024 6072 
 
 6120 
 
 48 
 
 904 
 
 6168 
 
 6216 
 
 6265 
 
 6313 
 
 6361 
 
 6409 
 
 6457 
 
 6505 6553 
 
 6601 
 
 48 
 
 905 
 
 6649 
 
 6697 
 
 6745 
 
 6793 
 
 6840 
 
 6888 
 
 6936 
 
 6984 
 
 7032 
 
 7080 
 
 48 
 
 go*? 
 
 7128 7176 
 
 7224 
 
 7272 
 
 7320 
 
 7368 
 
 7416 
 
 7464 
 
 7512 
 
 7559 
 
 48 
 
 907 
 
 7607 7655 
 
 7703 
 
 7751 
 
 7799 
 
 7847 
 
 7894 
 
 7942 
 
 7990 
 
 8038 
 
 48 
 
 908 
 
 8086 
 
 8134 
 
 8181 
 
 8229 
 
 8277 
 
 8325 
 
 8373 
 
 8421 
 
 8468 
 
 8516 
 
 48 
 
 909 
 
 8564 
 
 8612 
 
 8659 
 
 8707 
 
 8755 
 
 8803 
 
 8850 
 
 8898 
 
 8946 
 
 8994 
 
 48 
 
 910 
 
 959041 
 
 9089 
 
 9137 
 
 9185 
 
 9232 
 
 9280 
 
 9328 
 
 9375 
 
 9423 
 
 9471 
 
 48 
 
 911 
 
 9518 
 
 9566 
 
 9614 
 
 9661 
 
 9709 
 
 9757 
 
 9804 
 
 9852 
 
 9900 
 
 9947 
 
 48 
 
 912 
 
 9995 
 
 ..42 
 
 ..90 
 
 .138 
 
 .185 
 
 .2.33 
 
 .280 
 
 .328 
 
 .376 
 
 .423 
 
 48 
 
 "913 
 
 960471 
 
 0518 
 
 0566 
 
 0613 
 
 0661 
 
 0709 
 
 0756 
 
 0804 
 
 0851 
 
 0899 
 
 48 
 
 914 
 
 0946 
 
 0994 
 
 1041 
 
 1089 
 
 1136 
 
 1184 
 
 1231 
 
 1279 
 
 1326 
 
 1374 
 
 47 
 
 915 
 
 1421 
 
 1469 
 
 1516 
 
 1563 
 
 1611 
 
 1658 
 
 1706 
 
 1753 
 
 1801 
 
 1848 
 
 47 
 
 916 
 
 1895 
 
 1943 
 
 1990 
 
 2038 
 
 2085 
 
 2132 
 
 2180 
 
 2227 
 
 2275 
 
 2322 
 
 47 
 
 917 
 
 2369 
 
 2417 
 
 2464 
 
 2511 
 
 2559 
 
 2606 
 
 2053 
 
 2701 
 
 2748 
 
 2795 
 
 47 
 
 918 
 
 2843 
 
 2890 
 
 2937 
 
 2985 
 
 3032 
 
 3079 
 
 3126 
 
 3174 
 
 3221 
 
 3268 
 
 47 
 
 919 
 
 3316 
 
 3363 
 
 3410 
 
 3457 
 
 3504 
 
 3552 
 
 3.-99 
 
 3646 
 
 3693 
 
 3741 
 
 47 
 
 920 
 
 963788 
 
 3835 
 
 3882 
 
 3929 
 
 3977 
 
 4024 
 
 4071 
 
 4118 
 
 4165 
 
 ^212 
 
 47 
 
 921 
 
 4260 
 
 4307 
 
 4354 
 
 4401 
 
 4448 
 
 4495 
 
 4542 
 
 4590 
 
 4637 
 
 46841 47 1 
 
 922 
 
 4731 
 
 4778 
 
 4825 
 
 4872 
 
 4919 
 
 4966 
 
 .''-013 
 
 5061 
 
 5108 
 
 51.55 
 
 47 
 
 923 
 
 5202 
 
 5249 
 
 5296 
 
 5343 
 
 5390 
 
 5437 
 
 5484 
 
 5531 
 
 55781 5625 
 
 47 
 
 924 
 
 5672 
 
 5719 
 
 5766 
 
 5813 
 
 5860 
 
 5907 
 
 6954 
 
 6001 
 
 6048 
 
 6095 
 
 47 
 
 925 
 
 6142 
 
 6189 
 
 6236 
 
 6283 
 
 6329 
 
 6376 
 
 6423 
 
 6470 
 
 6517 
 
 6564 
 
 47 
 
 926 
 
 6611 
 
 6658 
 
 6705 
 
 6752 
 
 6799 
 
 6845 
 
 6892 
 
 6939 
 
 6986 
 
 7033 47 
 
 927 
 
 7080 
 
 7127 
 
 7173 
 
 7220 
 
 7267 
 
 7314 
 
 7361 
 
 7408 
 
 7454 
 
 7501 47 
 
 928 
 
 7548 
 
 7595 
 
 7642 
 
 7688 
 8156 
 
 7735 
 
 7782 
 
 7829 
 
 7875 
 
 7922 
 
 7969 47 
 
 929 
 930 
 
 8016 
 
 8062 
 8530 
 
 8109 
 8576 
 
 8203 
 
 8249 
 
 8296 
 8763 
 
 8343 
 
 8810 
 
 8390 
 8856 
 
 8430 
 8903 
 
 47 
 47 
 
 96S483 
 
 8623! 8670i 8716 
 
 931 
 
 8950 
 
 8996 
 
 9043 
 
 9090 
 
 91.36 9183 
 
 9229 
 
 9276 
 
 9323 1 9369 
 
 47 
 
 932 
 
 9416 
 
 9463 
 
 9509 
 
 9556 
 
 9602 9649 
 
 9695 
 
 9742 
 
 978919835 
 
 47 
 
 933 
 
 9882 
 
 9928 
 
 9975 
 
 ..21 
 
 ..68 .114 
 
 .161 
 
 .207 
 
 .254 
 
 .300 
 
 47 
 
 934 
 
 970347 
 
 0393 
 
 0440 
 
 0486 
 
 05.33 0579 
 
 0626 
 
 0672 
 
 0719 
 
 0765 
 
 46 
 
 935 
 
 0S12 
 
 0858 
 
 0904 
 
 0951 
 
 0997 1044 
 
 109011137 
 
 1183 
 
 1229 
 
 46 
 
 936 
 
 1276 
 
 1322 
 
 1,369 
 
 1415 
 
 1461 1.508! 15.541 1601 
 
 1647 
 
 1693 
 
 40 
 
 937 
 
 1740 
 
 1786 
 
 1832 
 
 1879 
 
 1925 19711 2018 
 
 2064 
 
 2110 
 
 2157! 461 
 
 933 
 
 2203 
 
 2249 
 
 2295 
 
 2342 
 
 238812434! 2481 
 
 2527 
 
 257312619! 46 | 
 
 _939_ 
 
 266612712 
 
 ' 2758' 2804' 2851' 2897' 2943' 2989' 3035' 3082 46 | 
 
 N. 
 
 1 1 1 1 2 1 3 
 
 I ^•-. 
 
 1 5 ! .6 i 7 1 8 I 9 1 0. 1 
 
 
 
 
 
 
 '16 ~ 
 
 
 
 
 
 
 
16 
 
 A TABLE OF LlWJAKITIi:«S FROM 1 
 
 TO 10,000 
 
 
 
 
 1 I 1 2 1 3 I 4 1 5 1 6 1 7 1 8 1 9 1 D. 1 
 
 9i0| 
 
 97312813174132201 
 
 3266 331313359! 34051 
 
 3451 34971 
 
 35431 
 
 46 
 
 941 
 
 3590 
 
 3636! 36S2 
 
 3728 
 
 3774 3820] 
 
 3866 
 
 3913 
 
 3959 
 
 4005 
 
 46 
 
 942 
 
 4051 
 
 409714143 
 
 4189 
 
 4235 
 
 4281 
 
 4327 
 
 43 ?4 
 
 4420 
 
 4466 
 
 46 
 
 943 
 
 4512 
 
 45581 4604 
 
 4650 
 
 4696 
 
 4742 
 
 4788 
 
 4S34 
 
 4880 
 
 4926 
 
 46 
 
 944 
 
 4972 
 
 5018 5064 
 
 5110 
 
 5106 
 
 5202 
 
 5248 
 
 .5294 
 
 5340 
 
 5386 
 
 46 
 
 945 
 
 5432 
 
 5478 5524 
 
 5570 
 
 5616 
 
 5662 
 
 5707 
 
 5753 
 
 5799 58451 
 
 46 
 
 916 
 
 5891 
 
 59371 5983 
 
 6029 60751 
 
 6121 
 
 6167 
 
 6212 
 
 6258 
 
 6ii04 
 
 46 
 
 917 
 
 6350 6396! 6442| 
 
 6488 
 
 6533 
 
 6579 
 
 6625 66711 
 
 6717 
 
 6763 
 
 46 
 
 918 
 
 6808 
 
 6854 6900 
 
 6946 
 
 6992 
 
 7037 
 
 7083! 712917175 
 
 7220 
 
 46 
 
 949 
 
 7266 
 
 7312 7358 
 
 7403 
 
 7449 
 
 7495 
 
 7541 
 
 75861 7632 
 
 7678 
 
 46 
 
 9ol) 
 
 977724 
 
 7769 7815 
 
 786 r 
 
 790G 
 
 71.52 
 
 7993 
 
 8043 8089 
 
 81.35 
 
 '46 
 
 951 
 
 8181 
 
 8226 8272 
 
 8317 
 
 8363 
 
 8409 
 
 8454 
 
 8500 8540 
 
 8591 
 9047 
 
 46 
 
 952 
 
 8637 
 
 8683 8728 
 
 8774 
 
 8819 
 
 8865 
 
 8911 
 
 8956 9002 
 
 4a 
 
 953 
 
 9093 
 
 9138 
 
 9184 
 
 9230 
 
 9275 
 
 9321 
 
 9366 
 
 9412 9457 
 
 9503 46 1 
 
 954 
 
 9548 
 
 9594 
 
 9639 
 
 9685 9730 
 
 9776 
 
 9821 
 
 9867 9912 
 
 9958 
 
 46 
 
 955 
 
 980003 j 00491 
 
 0094 
 
 0140 
 
 0185 
 
 0231 
 
 0276 
 
 0322 
 
 0367 
 
 0412 
 
 45 
 
 956 
 
 0458 
 
 0503 
 
 0549 
 
 0594 
 
 0640 
 
 0685 
 
 0730 
 
 0776 
 
 0821 
 
 0867 
 
 45 
 
 957 
 
 0912 
 
 0957 
 
 1 003 
 
 1048 
 
 1093 
 
 1139 
 
 1184 
 
 1229 
 
 1275 
 
 1320 
 
 45 
 
 958 
 
 1366 
 
 1411 
 
 1456 
 
 1501 
 
 1547 
 
 1592 
 
 1637 
 
 1683 
 
 1728 
 
 1773 
 
 45 
 
 959 
 960 1 
 
 1819 
 
 1864 
 2316 
 
 1909 
 2362 
 
 1954 
 2407 
 
 2000 
 
 2045 
 2497 
 
 2090 
 2543 
 
 2135 2181 
 258^ 2633 
 
 2226 
 2678 
 
 45 
 45 
 
 982271 
 
 2452 
 
 961 
 
 2723 
 
 2769 
 
 2814 
 
 2859 
 
 2904 
 
 2949 
 
 2994 
 
 304C 
 
 3085 
 
 3130 
 
 45 
 
 962 
 
 3175 
 
 3220 
 
 3265 
 
 3310 
 
 3356 
 
 3401 
 
 3446 
 
 3491 
 
 3536 
 
 3581 
 
 45 
 
 963 
 
 3626 
 
 3671 
 
 3716 
 
 3762 
 
 3807 3852i 3897 
 
 3942 
 
 3987 
 
 4032 
 
 45 
 
 961 
 
 4077 
 
 4122 
 
 4167 
 
 4212 
 
 4257; 4302 
 
 4347 
 
 4392 
 
 4437 
 
 4-182 
 
 45 
 
 965 
 
 4527 
 
 4572 
 
 4617 
 
 4062 
 
 4707 
 
 4752 
 
 4797 
 
 4842 
 
 4887 
 
 4932 
 
 45 
 
 966 
 
 4977 
 
 5022 
 
 5067 
 
 5112 
 
 51.57 
 
 5202 
 
 5247 
 
 5292 
 
 5337 
 
 5382 
 
 45 
 
 967 
 
 5426 
 
 5471 
 
 5516 
 
 5561 
 
 5606 
 
 5651 
 
 5696 
 
 5741 
 
 5786 
 
 .5830 
 
 45 
 
 968 
 
 5875 
 
 5920 
 
 5965 
 
 6010 
 
 6055 
 
 6100 
 
 6144 
 
 6189 
 
 6234 
 
 0279 
 
 45 
 
 969 
 970 
 
 6324 
 
 6369 
 
 6413 
 6861 
 
 6458 
 6906 
 
 6503 
 6951 
 
 6548 
 6996 
 
 6593 
 7040 
 
 6637 
 
 7085 
 
 6682 
 7130 
 
 6727 
 7175 
 
 45 
 45 
 
 986772 
 
 6817 
 
 971 
 
 7219 
 
 7264 
 
 7309 
 
 7353 
 
 7398 
 
 7443 
 
 7488 
 
 7532 
 
 7577 
 
 7622 
 
 45 
 
 972 
 
 7666 
 
 7711 
 
 7756 
 
 7800 
 
 7845 
 
 7890 
 
 7934 
 
 7979 
 
 8024 
 
 8068 
 
 45 
 
 Q73 
 
 81 13 
 
 8157 
 
 8202 
 
 8247 
 
 8291 
 
 8336 
 
 8381 
 
 8425 
 
 8470 
 
 8514 
 
 45 
 
 074 
 
 8559 
 
 8604 
 
 8648 
 
 8693 
 
 8737 
 
 8782 
 
 8826 
 
 8871 
 
 8916 
 
 8960 
 
 45 
 
 975 
 
 9005 
 
 90491 9094 
 
 9138 
 
 9183 
 
 9227 
 
 9272 
 
 ,9316 
 
 9.361 
 
 9405 
 
 45 
 
 976 
 
 9450 
 
 9494 
 
 9539 
 
 9583 
 
 9628 
 
 9672 
 
 9717 
 
 9701 
 
 9806 
 
 9850 
 
 44 
 
 977 
 
 9895 
 
 9939 
 
 9983 
 
 ..28 
 
 ..72 
 
 .117 
 
 .161 
 
 .206 
 
 .2.50 
 
 .294 
 
 44 
 
 978 
 
 990339 
 
 0383 
 
 0428 
 
 0472 
 
 0516 
 
 0.561 
 
 0005 
 
 0650 
 
 0694 
 
 0738 
 
 44 
 
 979 
 98^ 
 
 0783 
 991226 
 
 0827 
 
 0871 
 
 0916 
 1359 
 
 0960 
 1403 
 
 1004 
 1448 
 
 1049 
 1492 
 
 1093 
 1536 
 
 1137 
 1580 
 
 1182 
 1625 
 
 44 
 44 
 
 1270 
 
 1315 
 
 981 
 
 1669 
 
 1713 
 
 1758 
 
 1802 
 
 1846 
 
 1890 
 
 1935 
 
 1979 
 
 2023 
 
 2067 
 
 44 
 
 982 
 
 2111 
 
 2156 
 
 2200 
 
 2244 
 
 2288 
 
 2333 
 
 2377 
 
 2421 
 
 2465 
 
 2509 
 
 44 
 
 983 
 
 2554 
 
 2598 
 
 2642 
 
 2686 
 
 2730 
 
 2774 
 
 2819 
 
 2863 
 
 2907 
 
 2951 
 
 44 
 
 984 
 
 2995 
 
 3039 
 
 3083 
 
 3127 
 
 3172 
 
 3216 
 
 3260 
 
 3304 
 
 3348 
 
 33921 44 1 
 
 985 
 
 3436 
 
 3480 
 
 3524 
 
 3568 
 
 3613 
 
 3657 
 
 3701 
 
 3745 
 
 3789 
 
 3833 
 
 44 
 
 986 
 
 ' 3877 
 
 3921 
 
 3965 
 
 4009 
 
 4053 
 
 4097 
 
 4141 
 
 4185 
 
 4229 
 
 4273 
 
 44 
 
 987 
 
 4317 
 
 4361 
 
 4405 
 
 4449 
 
 4493 
 
 4537 
 
 4581 
 
 4625 
 
 4669 
 
 4713 
 
 44 
 
 988 
 
 4757 
 
 4801 
 
 4845 
 
 4889 
 
 4933 
 
 4977 
 
 5021 
 
 .5065 
 
 5108 
 
 51.52 
 
 44 
 
 989 
 990 
 
 5196 
 
 5240 
 5679 
 
 6284 
 
 5328 
 
 5372 
 .5811 
 
 5416 
 5854 
 
 5460 
 .5898 
 
 5504 
 5942 
 
 5547 
 5986 
 
 5.591 
 6030 
 
 44 
 44 
 
 995635 
 
 5723 
 
 5767 
 
 991 
 
 6074 
 
 6ir< 
 
 6161 
 
 6205 
 
 6249 
 
 6293 
 
 6337 
 
 6380 
 
 6424 
 
 64681 44 1 
 
 992 
 
 6512 
 
 6555 
 
 6599 
 
 6643 
 
 6687 
 
 6731 
 
 6774 
 
 6818 
 
 6862 
 
 6906 
 
 44 
 
 l;93 
 
 6949 
 
 6993 
 
 7037 
 
 7080 
 
 7124 
 
 7168 
 
 7212 
 
 7255 
 
 7299 
 
 7343 
 
 4-1 
 
 094 
 
 7386! 7430 
 
 7474 
 
 7517 
 
 7.561 
 
 7605! 7648 
 
 7692 
 
 77.3C 
 
 7779 
 
 44 
 
 P')5 
 
 7823 
 
 7867 
 
 7910 
 
 7954 
 
 7998 
 
 8041 
 
 8085 
 
 8129 
 
 8172 
 
 8216 
 
 44 
 
 £96 
 
 8259 
 
 8303 
 
 8347 
 
 8390 
 
 8434 
 
 8477 
 
 8521 
 
 8564 
 
 8603 
 
 8652 
 
 44 
 
 997 
 
 8695 
 
 8739 
 
 8782 
 
 882018869 
 
 8913 
 
 8956 
 
 9000 
 
 9043 
 
 9087 
 
 44 
 
 998 
 
 9131 
 
 9174 
 
 9218 
 
 90j1 9305 
 
 9348 
 
 9392 
 
 9435 
 
 9479 
 
 9522 
 
 44 
 
 939 
 
 9565 
 
 9'>09 
 
 9R5'2l 9Hnn|973!tl 9783 
 
 9826 
 
 9870 
 
 99131 99 >7 
 
 43 
 
 N. 
 
 1 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 o ' D. 1 
 
A TABLE 
 
 OF 
 
 LOGARITHMIC 
 8INES AND TANGENTS 
 
 FOR EVERT 
 
 DEGREE AND MINUTE 
 
 OF THE QUADRANT. 
 
 N. B The minutes in the left-hand column of each page, 
 increasing downwards, helong to the degrees at the top ; and 
 those increasing upwards, in the right-hand column, belong to 
 the degrees below. 
 
 
18 
 
 (0 Tegree.) a table of logarithmic 
 
 
 M. 
 
 1 Sine 
 
 1 1). 
 
 1 cnsi,... |n. 
 
 I Ta,.!:. 1 1). 
 
 1 <,"ni:uu. 1 1 
 
 "T 
 
 O.OihJOJO 
 
 
 10.000000 
 000000 
 
 
 0.000000 
 
 
 lllii:llll:. 
 
 "60 
 
 1 
 
 G. 463726 
 
 .501 717 
 
 00 
 
 6.463726 
 
 501717 
 
 13.. 536274 
 
 59 
 
 2 
 
 764756 
 
 293485 
 
 000000 
 
 00 
 
 764756 
 
 293483 
 
 235244 
 
 58 
 
 3 
 
 940817 
 
 208231 
 
 000000 
 
 00 
 
 940847 
 
 208231 
 
 0591.53 
 
 57 
 
 4 
 
 7.065786 
 
 161517 
 
 000000 
 
 00 
 
 7.06578H 
 
 161517 
 
 12.934214 
 
 56 
 
 f) 
 
 162696 
 
 13198S 
 
 OJOJOO 
 
 00 
 
 162696 
 
 131939 
 
 83/304 
 
 55 
 
 6 
 
 241877 
 
 111.575 
 
 9.99');)99 
 
 01 
 
 241878 
 
 1 1 1 578 
 
 7.58122 54 
 
 7 
 
 308824 
 
 966.53 
 
 999999 
 
 01 
 
 308825 
 
 996.53 
 
 691175 53 
 
 8 
 
 366816 
 
 85254 
 
 999999 
 
 01 
 
 .366817 
 
 852.54 
 
 633183 52 
 
 9 
 
 417968 
 
 76263 
 
 999999 
 
 01 
 
 417970 
 
 76263 
 
 6820301 51 
 
 10 
 il 
 
 463725 
 7.5U5118 
 
 68988 
 '62981 
 
 999998 
 
 01 
 01 
 
 463727 
 
 68988 
 
 .536273 
 
 50 
 
 9.999998" 
 
 7.505120 
 
 62981 
 
 12.494880 
 
 49 
 
 12 
 
 542906 
 
 57936 
 
 999997 
 
 01 
 
 642909 
 
 57933 
 
 4.57091 
 
 48 
 
 13 
 
 577668 
 
 53641 
 
 999997 
 
 01 
 
 577672 
 
 53642 
 
 422328 
 
 47 
 
 14 
 
 609853 
 
 49933 
 
 999996 
 
 01 
 
 609857 
 
 49939 
 
 390143 
 
 46 
 
 15 
 
 639816 
 
 46714 
 
 999996 
 
 01 
 
 639820 
 
 46715 
 
 360180 
 
 45 
 
 16 
 
 667845 
 
 43881 
 
 999995 
 
 01 
 
 667849 
 
 43882 
 
 332151 
 
 44 
 
 17 
 
 694173 
 
 41372 
 
 999995 
 
 01 
 
 694179 
 
 41373 
 
 30582 i 
 
 43 
 
 18 
 
 718997 
 
 39135 
 
 999994 
 
 01 
 
 719003 
 
 39136 
 
 280997 
 
 42 
 
 19 
 
 742477 
 
 3/127 
 
 999993 
 
 01 
 
 742484 
 
 37128 
 
 2.57:- 16 
 
 41 
 
 20 
 
 764754 
 
 3.5315 
 
 999993 
 
 01 
 
 764761 
 
 J5136 
 
 235239 
 
 40 
 
 21 
 
 7.785943 
 
 33672 
 
 9. 99999 . 
 
 01 
 
 7.785951 
 
 33673 
 
 12.214U49 
 
 39 
 
 22 
 
 806146 
 
 32175 
 
 999991 
 
 01 
 
 8061.55 
 
 .32176 
 
 19.3845 
 
 38 
 
 23 
 
 82545J 
 843931 
 
 30805 
 
 999990 
 
 01 
 
 825460 
 
 30806 
 
 174.540 
 
 37 
 
 24 
 
 29547 
 
 999989 
 
 02 
 
 843944 
 
 29549 
 
 1.56056 
 
 36 
 
 25 
 
 861662 
 
 28388 
 
 999988 
 
 02 
 
 861674 
 
 2S390 
 
 138326 
 
 35 
 
 26 
 
 878695 
 
 27317 
 
 999988 
 
 02 
 
 873708 
 
 27318 
 
 121292 
 
 34 
 
 27 
 
 895085 
 
 26323 
 
 999987 
 
 02 
 
 895099 
 
 26325 
 
 104901 
 
 33 
 
 28 
 
 910879 
 
 25399 
 
 999986 
 
 02 
 
 910894 
 
 2.5401 
 
 089106 
 
 32 
 
 29 
 
 926119 
 
 24538 
 
 999935 
 
 02 
 
 926134 
 
 24^^40 
 
 073S66 
 
 31 
 
 30 
 
 940842 
 
 23733 
 
 999933 
 
 02 
 
 940858 
 
 23735 
 
 059142 
 
 30 
 
 3f 
 
 7.955082 
 
 22980 
 
 9.9990vS2 
 
 02 
 
 7.955100 
 
 22981 
 
 12.044J00 
 
 29 
 
 32 
 
 968S70 
 
 22273 
 
 999981 
 
 02 
 
 968889 
 
 22275 
 
 031111 
 
 28 
 
 33 
 
 982233 
 
 21608 
 
 9'Jl» J 80 
 
 02 
 
 982253 
 
 21610 
 
 017747 
 
 27 
 
 b4 
 
 995198 
 
 20981 
 
 9& 979 
 
 02 
 
 995219 
 
 2 )983 
 
 004781 
 
 26 
 
 35 
 
 8.007787 
 
 20390 
 
 999977 
 
 02 
 
 8.007809 
 
 2 1392 
 
 11.992191 
 
 25 
 
 36 
 
 020021 
 
 19831 
 
 999976 
 
 02 
 
 020045 
 
 1)8:^3 
 
 979955 
 
 24 
 
 37 
 
 031919 
 
 19302 
 
 999975 
 
 02 
 
 031945 
 
 19305 
 
 968055 
 
 23 
 
 38 
 
 04350 i 
 
 18801 
 
 999973 
 
 02 
 
 043527 
 
 18803 
 
 956473 
 
 22 
 
 39 
 
 0.54781 
 
 18325 
 
 999972 
 
 02 
 
 054809 
 
 18.327 
 
 945 19 1 
 
 21 
 
 40 
 
 065776 
 
 17872 
 
 999971 
 
 02 
 
 065806 
 
 17874 
 
 . 934194 
 
 20 
 
 41 
 
 8.076.500 
 
 17441 
 
 9.iK)9969 
 
 02 
 
 8.076531 
 
 17444 
 
 11.923469 
 
 19 
 
 42 
 
 086966 
 
 17031 
 
 999968 
 
 02 
 
 08699? 
 
 17034 
 
 913003 
 
 18 
 
 43 
 
 097183 
 
 16639 
 
 999966 
 
 02 
 
 097217 
 
 16042 
 
 •902783 
 
 17 
 
 44 
 
 107167 
 
 16265 
 
 999964 
 
 03 
 
 107202 
 
 13268 
 
 892797 
 
 16 
 
 45 
 
 116926 
 
 15908 
 
 999963 
 
 03 
 
 116963 
 
 15910 
 
 883037 
 
 15 
 
 46 
 
 • 126471 
 
 1.5.566 
 
 999961 
 
 03 
 
 126510 
 
 l,5.56e 
 
 873490 
 
 !4 
 
 47 
 
 13.5810 
 
 1.5233 
 
 9999.59 
 
 03 
 
 13.5851 
 
 1.5241 
 
 864149 
 
 13 
 
 48 
 
 144953 
 
 14924 
 
 999958 
 
 03 
 
 144996 
 
 14^-^7 
 
 855004 
 
 12 
 
 49 
 
 1.53907 
 
 14622 
 
 999956 
 
 03 
 
 1.539.52 
 
 14327 
 
 846048 
 
 11 
 
 50 
 
 162681 
 
 14333 
 
 9999.54 
 
 03 
 
 162727 
 
 14336 
 
 837273 
 
 10 
 
 51 
 
 8.171280 
 
 140.54 
 
 9. J9yu.52 
 
 03 
 
 8.171328 
 
 1405'< 
 
 11 828672 
 
 9 
 
 52 
 
 179713 
 
 13786 
 
 9999.50 
 
 03 
 
 179763 
 
 13790 
 
 820237 
 
 8 
 
 53 
 
 187985 
 
 13.529 
 
 999948 
 
 03 
 
 188036 
 
 13532 
 
 811964 
 
 7 
 
 54 
 
 196102 
 
 13280 
 
 999946 
 
 03 
 
 1961.56 
 
 13284 
 
 , 803844 
 
 6 
 
 55 
 
 204070 
 
 13J41 
 
 999944 
 
 3 
 
 204126 
 
 13044 
 
 79.5874 
 
 5 
 
 56 
 
 211895 
 
 12810 
 
 999942 
 
 4 
 
 211953 
 
 12814 
 
 7880/. 7 
 
 4 
 
 67 
 
 219581 
 
 12.587 
 
 999940 
 
 04 
 
 219:541 
 
 12590 
 
 780359 
 
 3 
 
 58 
 
 227134 
 
 12372 
 
 999938 
 
 01 
 
 227195 
 
 12.37F 
 
 772805 
 
 2 
 
 60 
 
 231557 
 
 12164 
 
 999936 
 
 01 
 
 23462 
 
 12168 
 
 765379 
 
 1 
 
 60 
 
 241855 
 
 11 F3 
 
 999934 04 
 
 24I9>I 
 
 11)17 
 
 758079 
 
 
 
 n 
 
 rNHmT"! 
 
 
 Sine 1 
 
 (;..iu.jr. 1 
 
 •IW iM.| 
 
 m Degiecd. 
 

 SIXES AND TANGENTS. (1 Degree.] 
 
 
 10 
 
 A. 
 
 Sinu 1 
 
 l>. 
 
 Cosine 1 1). 
 
 r-.uiii. 
 
 D 
 
 <'()t;iim. 1 
 
 6 
 
 8.241855 
 
 11963 
 
 9.999^34 
 
 04 
 
 8.241921 
 
 11967 
 
 ll.V 580791 60 
 
 I 
 
 249033 
 
 11768 
 
 999932 
 
 04 
 
 249102 
 
 11772 
 
 75089^ y-y 
 
 2 
 
 256094 
 
 11580 
 
 999929 
 
 04 
 
 256185 
 
 11584 
 
 743835 .jH 
 
 3 
 
 263042 
 
 11398 
 
 999927 
 
 04 
 
 263115 
 
 1 1402 
 
 736885 57 
 
 4 
 
 269881 
 
 11221 
 
 999925 
 
 04 
 
 269956 
 
 11225 
 
 7300441 56 
 
 5 
 
 276814 
 
 11050 
 
 999922 
 
 04 
 
 276691 
 
 11054 
 
 7233091 55 
 
 6 
 
 2S3243 
 
 10883 
 
 999920 
 
 04 
 
 283323 
 
 10S87 
 
 716677 
 
 54 
 
 7 
 
 289773 
 
 10721 
 
 999918 
 
 04 
 
 2898.50 
 
 10728 
 
 710144 
 
 53 
 
 8 
 
 296207 
 
 10565 
 
 999915 
 
 04 
 
 296292 
 
 10570 
 
 703708 
 
 52 
 
 9 
 
 302546 
 
 10413 
 
 999913 
 
 04 
 
 302634 
 
 10418 
 
 697366 
 
 51 
 
 10 
 11 
 
 308794 
 8.314954 
 
 10266 
 
 999910 
 9.999907 
 
 04 
 04 
 
 308884 
 
 10270 
 10126 
 
 691116 
 
 50. 
 49 
 
 10122 
 
 8.315048 
 
 11.684954 
 
 12 
 
 321027 
 
 9982 
 
 999905 
 
 04 
 
 321122 
 
 9987 
 
 678878 
 
 4.S 
 
 13 
 
 327016 
 
 9847 
 
 999902 
 
 04 
 
 327114 
 
 9851 
 
 672888 
 
 47 
 
 14 
 
 332924 
 
 9714 
 
 999899 
 
 05 
 
 333025 
 
 9719 
 
 686975 
 
 46 
 
 15 
 
 338753 
 
 9586 
 
 999897 
 
 05 
 
 338S56 
 
 9590 
 
 681144 
 
 45 
 
 IG 
 
 344504 
 
 9460 
 
 999894 
 
 05 
 
 344610 
 
 9465 
 
 655390 
 
 44 
 
 17 
 
 .350181 
 
 9338 
 
 999891 
 
 05 
 
 350289 
 
 9343 
 
 64971 1 
 
 43 
 
 18 
 
 355783 
 
 9219 
 
 999888 
 
 05 
 
 355895 
 
 9224 
 
 644105 
 
 42 
 
 19 
 
 361315 
 
 9103 
 
 999885 
 
 05 
 
 301430 
 
 9108 
 
 638570 
 
 41 
 
 20 
 
 366777 
 
 8990 
 
 999882 
 
 05 
 
 368895 
 
 8995 
 
 633105 
 
 40 
 
 'Zl 
 
 8.372171 
 
 8880 
 
 9.999879 
 
 05 
 
 8.372292 
 
 8885 
 
 11.627708 
 
 39 
 
 22 
 
 377499 
 
 8772 
 
 999876 
 
 05 
 
 377622 
 
 8777 
 
 622378 
 
 38 
 
 23 
 
 382762 
 
 8667 
 
 999873 
 
 05 
 
 382889 
 
 8672 
 
 617111 
 
 37 
 
 24 
 
 337962 
 
 8564 
 
 999870 
 
 05 
 
 388092 
 
 8570 
 
 611908 
 
 36 
 
 25 
 
 393101 
 
 8464 
 
 999867 
 
 05 
 
 393234 
 
 8470 
 
 606766 
 
 35 
 
 20 
 
 .398179 
 
 8366 
 
 999864 
 
 05 
 
 398315 
 
 8371 
 
 601685 
 
 34 
 
 27 
 
 403199 
 
 8271 
 
 999861 
 
 05 
 
 403338 
 
 8276 
 
 596662 
 
 33 
 
 28 
 
 408161 
 
 8177 
 
 999858 
 
 05 
 
 408304 
 
 8182 
 
 691696 
 
 32 
 
 29 
 
 41.3068 
 
 8086 
 
 999854 
 
 05 
 
 413213 
 
 8091 
 
 686787 
 
 3i 
 
 30 
 
 417919 
 
 7996 
 
 999851 
 
 06 
 
 418068 
 
 8002 
 
 581932 
 
 30 
 
 31 
 
 8.422717 
 
 7909 
 
 9.999848 
 
 06 
 
 8.422869 
 
 7914 
 
 11.577131 
 
 29 
 
 32 
 
 427462 
 
 7823 
 
 999844 
 
 06 
 
 427618 
 
 7830 
 
 672332 
 
 28 
 
 33 
 
 432156 
 
 7740 
 
 999841 
 
 06 
 
 432315 
 
 7745 
 
 667685 
 
 27 
 
 34 
 
 436800 
 
 7657 
 
 999838 
 
 06 
 
 436962 
 
 7663 
 
 6630331 26 | 
 
 35 
 
 441394 
 
 7577 
 
 999834 
 
 06 
 
 441580 
 
 7583 
 
 658440 
 
 25 
 
 36 
 
 445941 
 
 7499 
 
 999831 
 
 06 
 
 448110 
 
 7505 
 
 553890 
 
 24 
 
 37 
 
 450440 
 
 7422 
 
 999827 
 
 06 
 
 450813 
 
 7428 
 
 549387 
 
 23 
 
 38 
 
 454893 
 
 7346 
 
 999823 
 
 06 
 
 455070 
 
 7352 
 
 544930 
 
 22 
 
 39 
 
 459301 
 
 7273 
 
 999820 
 
 06 
 
 459481 
 
 7279 
 
 640519 
 
 21 
 
 40 
 41 
 
 463665 
 8.467985 
 
 7200 
 
 993816 
 9.999812 
 
 06 
 06 
 
 463849 
 8.468172 
 
 7206 
 
 638151 
 
 20 
 19 
 
 7129 
 
 7135 
 
 11.531828 
 
 42 
 
 472263 
 
 7060 
 
 999809 
 
 06 
 
 472454 
 
 7066 
 
 527.546 
 
 18 
 
 43 
 
 473498 
 
 6991 
 
 999805 
 
 06 
 
 476693 
 
 8993 
 
 523307 
 
 17 
 
 44 
 
 480693 
 
 6924 
 
 999801 
 
 06 
 
 480892 
 
 6931 
 
 51910S 
 
 IG 
 
 45 
 
 484848 
 
 6859 
 
 999797 
 
 07 
 
 485050 
 
 6865 
 
 514950 
 
 15 
 
 46 
 
 489963 
 
 6794 
 
 999793 
 
 07 
 
 439170 
 
 8801 
 
 610830 
 
 14 
 
 47 
 
 493040 
 
 6731 
 
 999790 
 
 07 
 
 493250 
 
 6738 
 
 506750 
 
 13 
 
 48 
 
 497078 
 
 6869 
 
 999788 
 
 07 
 
 497293 
 
 6876 
 
 502707 
 
 12 
 
 49 
 
 501080 
 
 6608 
 
 999782 
 
 07 
 
 601298 
 
 6616 
 
 498702 
 
 11 
 
 50 
 
 505045 
 
 6548 
 
 999778 
 
 07 
 
 505267 
 
 8555 
 
 49-1733 
 
 10 
 
 5l' 
 
 8.508974 
 
 6489 
 
 9.999774 
 
 07 
 
 8.509200 
 
 6496 
 
 11.490300 
 
 9 
 
 52 
 
 512867 
 
 6431 
 
 999769 
 
 07 
 
 513098 
 
 6439 
 
 48H902 
 
 8 
 
 53 
 
 516726 
 
 6375 
 
 999765 
 
 07 
 
 516961 
 
 6382 
 
 483039 
 
 7 
 
 54 
 
 520551 
 
 6319 
 
 999761 
 
 07 
 
 520790 
 
 6326 
 
 479210 
 
 6 
 
 55 
 
 524343 
 
 6264 
 
 999757 
 
 07 
 
 524586 
 
 6272 
 
 475414 
 
 5 
 
 56 
 
 .528102 
 
 6211 
 
 999753 
 
 07 
 
 523349 
 
 6218 
 
 471651 
 
 4 
 
 57 
 
 531828 
 
 6158 
 
 999748 
 
 07 
 
 532080 
 
 6165 
 
 467920 
 
 3 
 
 58 
 
 535523 
 
 6108 
 
 999744 
 
 07 
 
 535779 
 
 6113 
 
 464221 
 
 2 
 
 59 
 
 539186 
 
 6055 
 
 999740 
 
 07 
 
 539447 
 
 8062 
 
 460553 
 
 I 
 
 CO 
 
 .542819 
 
 6004 
 
 999 73^ 
 
 07 
 
 543;)8 ! 
 
 6012 
 
 456916 
 
 
 
 n 
 
 Cosine 
 
 
 i Si.c |. 
 
 C'.;lan^. 
 
 
 Tiiiii? |M. 1 
 
 tib Degrees 
 
so 
 
 (2 Derrn 
 
 3es.) A 
 
 TAHLE OF LOGAKITHMIC 
 
 M. 
 
 .-'IPK 
 
 1). 
 
 «'<!siiie 1 l». 
 
 'P.u. ir. i n. 
 
 1 r......... 1 
 
 
 
 .•3..)'i:^>iy 
 
 tkh) 1 
 
 9. 999 735 
 
 [07 
 
 8..543J>S4| 6.)'-^ 
 
 ll i .45(iJiOi u.> 
 
 I 
 
 545422 
 
 5955 
 
 999731 
 
 07 
 
 .548691 
 
 5962 
 
 4533091 59 
 
 2 
 
 549J95 
 
 5998 
 
 999726 
 
 07 
 
 .550268 
 
 5914 
 
 449732 i 53 
 
 3 
 
 553539 
 
 5858 
 
 9^9722 
 
 08 
 
 553817 
 
 5866 
 
 448183; .57 
 
 4 
 
 557054 
 
 5811 
 
 999717 
 
 08 
 
 557336 
 
 5319 
 
 442664' 58 
 
 5 
 
 5fiJ540 
 583999 
 
 5765 
 
 999713 
 
 08 
 
 560828 
 
 5773 
 
 43917yL55 
 
 6 
 
 5719 
 
 999708 
 
 08 
 
 56429 I 
 
 5727 
 
 435709; 54 
 
 7 
 
 507431 
 
 5674 
 
 999704 
 
 08 
 
 567727 
 
 5682 
 
 432273; 53 
 
 8 
 
 570S30 
 
 5639 
 
 999899 
 
 08 
 
 571137 
 
 5638 
 
 428383 52 
 
 9 
 
 574214 
 
 5537 
 
 999894 
 
 08 
 
 • 574520 
 
 5595 
 
 425480; 5! 
 
 10 
 
 5775613 
 
 5544 
 
 999689 
 
 08 
 
 577877 
 
 5552 
 
 422123:50 
 
 IT 
 
 S.bSOSdZ 
 
 5592 
 
 9.999635 
 
 08 
 
 8.581208 
 
 5510 
 
 11.418 792 49 
 
 12 
 
 584193 
 
 5469 
 
 999680 
 
 03 
 
 .584514 
 
 5468 
 
 415486143 
 
 13 
 
 6-37469 
 
 5419 
 
 999675 
 
 08 
 
 587795 
 
 5427 
 
 412205:47 
 
 M 
 
 599721 
 
 5379 
 
 999670 
 
 03 
 
 591051 
 
 5337 
 
 408919; 46 
 
 15 
 
 593948 
 
 5339 
 
 999865 
 
 05 
 
 594283 
 
 5347 
 
 405717: 45 
 
 ffi 
 
 597152 
 
 5300 
 
 999660 
 
 03 
 
 597492 
 
 5308 
 
 402508, 44 
 
 17 
 
 699332 
 
 5261 
 
 999855 
 
 03 
 
 600877 
 
 5270 
 
 399323; 43 
 
 18 
 
 693489 
 
 5223 
 
 999850 
 
 08 
 
 603839 
 
 5232 
 
 3981611 42 
 
 19 
 
 696623 
 
 5186 
 
 999645 
 
 09 
 
 606978 
 
 5194 
 
 3930221 41 
 
 20 
 
 699734 
 
 5149 
 
 999840 
 
 09 
 
 610094 
 
 51.58 
 
 339996; 40 
 
 21 
 
 8.612S23 
 
 5112 
 
 9.999635 
 
 09 
 
 8.613189 
 
 5121 
 
 11.338311 39 
 
 22 
 
 615891 
 
 .5976 
 
 999829 
 
 09 
 
 616262 
 
 5035 
 
 383733; 33 
 
 23 
 
 618937 
 
 5941 
 
 999824 
 
 09 
 
 619313 
 
 .5050 
 
 3306371 37 
 
 24 
 
 621962 
 
 5998 
 
 999819 
 
 09 
 
 622343 
 
 5015 
 
 377857! 36 
 
 25 
 
 624965 
 
 4972 
 
 999814 
 
 ol; 
 
 625352 
 
 4931 
 
 3746481 35 
 
 2t) 
 
 627948 
 
 4938 
 
 999803 
 
 09 
 
 628340 
 
 4947 
 
 3ri680; 34 
 
 27 
 
 639911 
 
 4904 
 
 999803 
 
 09 
 
 631398 
 
 4913 
 
 388692; 33 
 
 2S 
 
 633354 
 
 4871 
 
 999597 
 
 09 
 
 634256 
 
 4880 
 
 365744 32 
 
 29 
 
 63t)776 
 
 4839 
 
 999592 
 
 09 
 
 637184 
 
 4848 
 
 382316 31 
 
 :v.) 
 
 639689 
 
 4806 
 
 999586 
 
 09 
 
 640093 
 
 4816 
 
 359907 30 
 
 31 
 
 8.642563 
 
 4775 
 
 9.999531 
 
 09 
 
 8 . 642982 
 
 4784 
 
 11.357018; 29 
 
 32 
 
 645428 
 
 4743 
 
 999575 
 
 09 
 
 645353 
 
 • 4753 
 
 354147| 28 
 
 31 
 
 648274 
 
 4712 
 
 999570 
 
 09 
 
 648704 
 
 4722 
 
 35I296i 27 
 
 31 
 
 601102 
 
 4632 
 
 999564 
 
 09 
 
 651537 
 
 4691 
 
 34S463' 26 
 
 35 
 
 653911 
 
 4652 
 
 999558 
 
 10 
 
 654352 
 
 4661 
 
 345648| 25 
 
 33 
 
 656702 
 
 4822 
 
 999553 
 
 10 
 
 057149 
 
 4631 
 
 34285 1 1 24 
 
 37 
 
 659475 
 
 4592 
 
 999547 
 
 10 
 
 G5992S 
 
 4692 
 
 3400721 23 
 
 3S 
 
 662230 
 
 4583 
 
 999541 
 
 10 
 
 662639 
 
 4573 
 
 337311122 
 
 39 
 
 664968 
 
 4535 
 
 999535 
 
 10 
 
 665433 
 
 4544 
 
 334567121 
 
 40 
 41 
 
 6G7639 
 8.6r0393 
 
 4506 
 4479 
 
 999529 
 9.999524 
 
 10 
 
 To 
 
 688160 
 8.670870 
 
 4526 
 
 33 1 840 1 20 
 11. 3291391 19 
 
 4438 
 
 42 
 
 673039 
 
 4451 
 
 999518 
 
 10 
 
 673563 
 
 4461 
 
 3284371 18 
 
 43 
 
 675751 
 
 4424 
 
 999512 
 
 10 
 
 676239 
 
 4434 
 
 323761 17 
 
 44 
 
 678405 
 
 4397 
 
 999506 
 
 10 
 
 678900 
 
 4417 
 
 3211001 16 
 
 45 
 
 > 681043 
 
 4370 
 
 999590 
 
 10 
 
 681.544 
 
 4380 
 
 3184581 15 
 
 46 
 
 683665 
 
 4344 
 
 999493 
 
 10 
 
 684172 
 
 4354 
 
 31.58281 14 
 
 47 
 
 636272 
 
 4318 
 
 999487 
 
 10 
 
 686784 
 
 4328 
 
 313216! 13 
 
 43 
 
 633363 
 
 4292 
 
 999481 
 
 10 
 
 639381 
 
 4303 
 
 3106!9| 12 
 
 49 
 
 691433 
 
 4267 
 
 99)475 
 
 10 
 
 691963 
 
 4277 
 
 308037; 1 1 
 
 5) 
 
 69399^ 
 
 4242 
 
 999489 
 
 10 
 
 694529 
 
 4252 
 
 39547 ij 10 
 
 51 
 
 8.696543 
 
 4217 
 
 9.99r»4H3 
 
 ll 
 
 8.697081 
 
 4228 
 
 11.302919 9 
 
 52 
 
 699973 
 
 4192 
 
 999456 
 
 11 
 
 699617 
 
 4203 
 
 3003-53i 8 
 
 53 
 
 791589 
 
 4168 
 
 999450 
 
 11 
 
 702139 
 
 4179 
 
 29786 1 j 7 
 
 54 
 
 704099 
 
 4144 
 
 999443 
 
 11 
 
 704646 
 
 4155 
 
 ' 295354! 6 
 
 55 
 
 706577 
 
 4121 
 
 999437 
 
 11 
 
 707140 
 
 4132 
 
 2928fH)| 5 
 
 SS 
 
 709949 
 
 4097 
 
 999431 
 
 11 
 
 709818 
 
 4108 
 
 29i>?32' 4 
 
 57 
 
 711507 
 
 4074 
 
 999424 
 
 11 
 
 712083 
 
 4085 
 
 237917 3 
 
 58 
 
 713952 
 
 4051 
 
 999418 
 
 11 
 
 714534 
 
 4062 
 
 235465; 2 
 
 5!) 
 
 7 1 63 -{3 
 
 40^9 
 
 999411 
 
 11 
 
 716972 
 
 4040 
 
 23:^028 j 1 
 
 fiO 
 
 _7l_SS00 
 
 40;)6 
 
 9'^M9l 
 
 11 
 
 719398 
 
 4') 17 
 
 28.n(»4' 
 
 
 C-^tnti 
 
 1 
 
 Smh 1 
 
 .;....-...t:. j 1 
 
 i:m.c. pr 
 
 UuKif 
 
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 W 
 

 SINF.3 AND TANGE?fTS. ^3 DcgVCCS.^ 
 
 
 21 
 
 
 
 M..,. 1 
 
 1). 1 
 
 <;n.«irie 1 It 1 
 
 T.... 1 M 
 
 <'..•,,..... 1 
 
 8.718800 
 
 4003 
 
 9.99Ji'»4( 
 
 11 
 
 8.719396 
 
 4017 
 
 ll.280«)04i hu 
 
 1 
 
 721204 
 
 3984 
 
 99939b 
 
 11 
 
 721806 
 
 3995 
 
 278l9l!.'i 
 
 2 
 
 723595 
 
 3982 
 
 999391 
 
 11 
 
 7242 J4 
 
 ?..»74 
 
 275796 ..a 
 
 3 
 
 725972 
 
 3941 
 
 999384 
 
 11 
 
 726588 
 
 3952 
 
 2734 12 57 
 
 4 
 
 728337 
 
 3919 
 
 999378 
 
 LI 
 
 728959 
 
 3930 
 
 271041 .56 
 
 5 
 
 730(588 
 
 3898 
 
 999371 
 
 11 
 
 731317 
 
 3909 
 
 2686S3I .55 
 
 6 
 
 733027 
 
 3877 
 
 999364 
 
 12 
 
 733663 
 
 3889 
 
 266337 1 54 
 
 7 
 
 735354 
 
 3S57 
 
 999357 
 
 12 
 
 735996 
 
 3868 
 
 ;^848 
 
 264004 53 
 
 8 
 
 7370o7 
 
 3835 
 
 999350 
 
 12 
 
 738317 
 
 261683152 
 
 9 
 
 739969 
 
 3816 
 
 999343 
 
 12 
 
 740626 
 
 3827 
 
 2.59374151 
 
 ill 
 
 742259 
 
 3796 
 
 999336 
 
 12 
 
 742922 
 
 3807 
 
 25707 8 
 
 50 
 
 li 
 
 8.744536 
 
 3776 
 
 9.999329 
 
 12 
 
 8.74.5207 
 
 3787 
 
 11.2.54793 
 
 49 
 
 12 
 
 746802 
 
 3756 
 
 999322 
 
 12 
 
 747479 
 
 3768 
 
 252521 
 
 48 
 
 la 
 
 749055 
 
 3737 
 
 999315 
 
 12 
 
 749740 
 
 3749 
 
 250260 
 
 47 
 
 14 
 
 751297 
 
 3717 
 
 999308 
 
 12 
 
 751989 
 
 3729 
 
 248011 
 
 46 
 
 15 
 
 753528 
 
 3698 
 
 999301 
 
 12 
 
 7.54227 
 
 3710 
 
 245773 
 
 45 
 
 IR 
 
 755747 
 
 3679 
 
 999294 
 
 12 
 
 756453 
 
 .3692 
 
 243547 
 
 44 
 
 17 
 
 757955 
 
 3661 
 
 999286 
 
 12 
 
 758668 
 
 3673 
 
 241332 
 
 43 
 
 18 
 
 760151 
 
 3642 
 
 999279 
 
 12 
 
 760872 
 
 36.55 
 
 239128 
 
 42 
 
 ly 
 
 762337 
 
 3624 
 
 999272 
 
 12 
 
 763965 
 
 3636 
 
 236935 
 
 41 
 
 20 
 
 764511 
 
 3606 
 
 999265 
 
 12 
 
 765246 
 
 3618 
 
 234754 
 
 4«) 
 
 2i 
 
 8.766675 
 
 3588 
 
 9.9992.57 
 
 12 
 
 8.767417 
 
 3600 
 
 11.232583 
 
 39 
 
 22 
 
 768828 
 
 3570 
 
 9992.50 
 
 13 
 
 769578 
 
 3583 
 
 23{)422 
 
 38 
 
 23 
 
 770970 
 
 3553 
 
 999242 
 
 13 
 
 771727 3.565 
 
 228273 
 
 37 
 
 24 
 
 773101 
 
 3535 
 
 999235 
 
 13 
 
 773866 
 
 3548 
 
 226134 
 
 36 
 
 25 
 
 775223 
 
 3518 
 
 999227 
 
 13 
 
 775995 
 
 3531 
 
 224005 
 
 35 
 
 2fi 
 
 777333 
 
 3501 
 
 999220 
 
 13 
 
 778114 
 
 3514 
 
 22188H 
 
 34 
 
 27 
 
 779434 
 
 3484 
 
 999212 
 
 13 
 
 780222 
 
 3497 
 
 219778 
 
 33 
 
 28 
 
 781.524 
 
 3467 
 
 999205 
 
 13 
 
 782320 
 
 34S0 
 
 217680 
 
 32 
 
 29 
 
 783605 
 
 3451 
 
 999197 
 
 13 
 
 784408 
 
 3464 
 
 21.5,592 
 
 31 
 
 :H) 
 
 785675 
 
 .3431 
 
 999189 
 
 13 
 
 786486 
 
 344 7 
 
 213514 
 
 30 
 
 31 
 
 8.787736 
 
 3418 
 
 9.999181 
 
 13 
 
 8.788.554 
 
 3131" 
 
 11.211446 
 
 29 
 
 32 
 
 789787 
 
 3402 
 
 999174 
 
 13 
 
 790613 
 
 3414 
 
 209387 
 
 28 
 
 33 
 
 791828 
 
 3386 
 
 999166 
 
 [3 
 
 792662 
 
 3399 
 
 207338 
 
 27 
 
 3t 
 
 793859 
 
 3370 
 
 9991.5S 
 
 13 
 
 7947(»l 
 
 3383 
 
 205299 
 
 26 
 
 35 
 
 795881 
 
 3354 
 
 999150 
 
 13 
 
 796731 
 
 3368 
 
 203269 
 
 25 
 
 3f) 
 
 797894 
 
 3339 
 
 999142 
 
 13 
 
 79S752 
 
 3352 
 
 201248 
 
 24 
 
 37 
 
 "799897 
 
 3323 
 
 999134 
 
 13 
 
 800763 
 
 3337 
 
 199237 
 
 23 
 
 3S 
 
 801892 
 
 3398 
 
 999126 
 
 13 
 
 802765 
 
 3322 
 
 197235 
 
 22 
 
 39 
 
 803876 
 
 3293 
 
 999118 
 
 13 
 
 804758 
 
 3307 
 
 195242 
 
 21 
 
 40 
 
 805852 
 
 3278 
 
 999110 
 
 13 
 
 80674 2 1 3292 
 
 1932.58 
 
 20 
 
 41 
 
 8.807819 
 
 3263 
 
 9.999102 
 
 13 
 
 8.808717 3278 
 
 11.191283 
 
 19 
 
 42 
 
 809777 
 
 3249 
 
 999094 
 
 14 
 
 810683 3262 
 
 189317 
 
 18 
 
 43 
 
 811726 
 
 3234 
 
 9990861 14 
 
 812641 3248 
 
 187359 
 
 17 
 
 44 
 
 813667 
 
 3219 
 
 9990771 14 
 
 814589 3233 
 
 18.5411 
 
 16 
 
 45 
 
 815599 
 
 3205 
 
 999069 
 
 14 
 
 816529 
 
 3219 
 
 183471 
 
 15 
 
 46 
 
 817522 
 
 3191 
 
 999061 
 
 14 
 
 818461 
 
 3205 
 
 181.539 
 
 14 
 
 47 
 
 819436 
 
 3177 
 
 999053 
 
 14 
 
 820384 
 
 3191 
 
 179616 
 
 13 
 
 48 
 
 821343 
 
 3163 
 
 999044 
 
 14 
 
 822298 
 
 3177 
 
 177702 
 
 12 
 
 49 
 
 823240 
 
 3149 
 
 999036 
 
 14 
 
 824205 i 3163 
 
 175795 
 
 11 
 
 50 
 
 8251.30 
 
 31.35 
 
 999027 
 9.999019 
 
 14 
 14 
 
 826103 
 8.827992 
 
 3150 
 3f36 
 
 173897 10 1 
 11.172008 9 1 
 
 8.827011 
 
 3122 
 
 52 
 
 828884 
 
 3108 
 
 999010 
 
 14 
 
 829874 
 
 3123 
 
 170126 
 
 8 
 
 53 
 
 830749 
 
 3095 
 
 999002 
 
 14 
 
 831748 
 
 3110 
 
 1682.52 
 
 7 
 
 54 
 
 832607 
 
 3082 
 
 998993 
 
 14 
 
 833613 
 
 3096 
 
 166.387 
 
 6 
 
 55 
 
 834456 
 
 3069 
 
 998984 
 
 14 
 
 835471 
 
 3083 
 
 164.529 
 
 5 
 
 5fi 
 
 83'^297 
 
 3056 
 
 998976 
 
 14 
 
 837321 
 
 3070 
 
 162679 
 
 4 
 
 57 
 
 838130 
 
 3043 
 
 998967 
 
 15 
 
 8J9163 
 
 3057 
 
 160837 
 
 3 
 
 58 
 
 839956 
 
 3030 
 
 998958 
 
 15 
 
 840998 
 
 3045 
 
 1590021 2 
 1.57175 1 
 
 59 
 
 841774 
 
 3017 
 
 99S950 
 
 15 
 
 842825 
 
 3032 
 
 no 
 
 843585 
 
 3000 
 
 9989H 
 
 15 
 
 8446441 3019 
 
 1.553561 
 
 z 
 
 (J<i.-ine 
 
 1 
 
 Si,e j 
 
 Vv.vms. 1 
 
 Ta .!■. \M 
 
 86 Uuifrcus. 
 
22 
 
 ( 
 
 4 Degrees.') a 
 
 TABLE OF LOGAKlTir.MlC 
 
 
 '.VI 
 
 f^iiif 
 
 1 n 
 
 Cosine 1 1). 
 
 _:!:^^_ 
 
 __!'_ 
 
 (Manj:. 
 
 
 "(T 
 
 8. y 43585 
 
 3005 
 
 J. 99894 11 15 
 
 8.844644 
 
 3019 
 
 ii. l5.5:}5Tr 
 
 fiT 
 
 1 
 
 845387 
 
 2992 
 
 998932 15 
 
 846455 
 
 3007 
 
 153545 
 
 "59 
 
 o 
 
 847183 
 
 2980 
 
 998923 15 
 
 848260 
 
 2995 
 
 151740 
 
 58 
 
 3 
 
 848971 
 
 2967 
 
 998914 15 
 
 850057 
 
 2982 
 
 149943 
 
 57 
 
 4 
 
 8507Jil 
 
 2955 
 
 998905 15 
 
 851846 
 
 2970 
 
 148154 
 
 56 
 
 5 
 
 852525 
 
 2943 
 
 998896 15 
 
 853628 
 
 2958 
 
 146372 
 
 55 
 
 i\ 
 
 854291 
 
 2931 
 
 998887 15 
 
 8.5.5403 
 
 2946 
 
 14459/' 
 
 54 
 
 7 
 
 856049 
 
 2919 
 
 998378 15 
 
 857171 
 
 2935 
 
 142829 
 
 53 
 
 8 
 
 857801 
 
 2907 
 
 998869 15 
 
 858932 
 
 2923 
 
 141068 
 
 52 
 
 9 
 
 859546 
 
 289e 
 
 998860 15 
 
 860686 
 
 29 1 1 
 
 139314 
 
 51 
 
 10 
 
 861283 
 
 2884 
 
 998851 15 
 
 862433 
 
 2900 
 
 137567 
 
 50 
 
 11 
 
 8.863014 
 
 ~2873 
 
 9.998841 
 
 15 
 
 8.864173 
 
 2888 
 
 11.135827 
 
 49 
 
 12 
 
 864738 
 
 2861 
 
 993832 
 
 15 
 
 865906 
 
 2877 
 
 134094 
 
 48 
 
 13 
 
 866455 
 
 2850 
 
 Q93823 
 
 16 
 
 867632 
 
 2866 
 
 132368 
 
 47 
 
 14 
 
 868165 
 
 2339 
 
 993813 
 
 16 
 
 869351 
 
 2854 
 
 130649 
 
 46 
 
 15 
 
 869368 
 
 2828 
 
 998804 
 
 16 
 
 871064 
 
 2843 
 
 128936 
 
 45 
 
 IT) 
 
 871565 
 
 2817 
 
 998795 
 
 16 
 
 872770 
 
 2832 
 
 127230 
 
 44 
 
 17 
 
 873255 
 
 2S06 
 
 998785 
 
 16 
 
 874469 
 
 2821 
 
 125.531 
 
 43 
 
 18 
 
 874938 
 
 2795 
 
 998776 
 
 16 
 
 876162 
 
 2811 
 
 123833 
 
 42 
 
 19 
 
 876615 
 
 2786 
 
 998766 
 
 16 
 
 877849 
 
 2800 
 
 122151 
 
 41 
 
 20 
 
 21 
 
 878285 
 8.87994'J 
 
 2773 
 
 998757 
 9.993747 
 
 16 
 16 
 
 879529 
 8.881202 
 
 2789 
 
 120471 
 
 40 
 39 
 
 2763 
 
 2779 
 
 11.118798 
 
 22 
 
 881607 
 
 2752 
 
 998733 
 
 16 
 
 882S69 
 
 2788 
 
 117131 
 
 38 
 
 23 
 
 883258 
 
 2742 
 
 998728 
 
 16 
 
 884530 
 
 2758 
 
 11.5470 
 
 37 
 
 24 
 
 884903 
 
 2731 
 
 998718 
 
 16 
 
 886185 
 
 2747 
 
 113815 
 
 3f) 
 
 25 
 
 886542 
 
 2721 
 
 998708 
 
 16 
 
 887833 
 
 2737 
 
 112167 
 
 35 
 
 20 
 
 888174 
 
 2711 
 
 993699 
 
 16 
 
 889476 
 
 2727 
 
 110524 
 
 34 
 
 27 
 
 889801 
 
 2700 
 
 998689 
 
 16 
 
 891112 
 
 2717 
 
 108388 
 
 33 
 
 28 
 
 891421 
 
 2690 
 
 998679 
 
 16 
 
 892742 
 
 2707 
 
 107258 
 
 .32 
 
 29 
 
 893035 
 
 2680 
 
 998669 
 
 17 
 
 894ii66 
 
 2697 
 
 105634 
 
 31 
 
 30 
 
 894643 
 
 2670 
 
 998659 
 
 17 
 
 895984 
 
 2687 
 
 104016 
 
 30 
 
 31 
 
 8.896246 
 
 2660 
 
 9.998649 
 
 17 
 
 8.897.596 
 
 2677 
 
 11.102404 
 
 29 
 
 32 
 
 897842 
 
 2651 
 
 998639 
 
 17 
 
 899203 
 
 2667 
 
 10(»797 
 
 28 
 
 33 
 
 899432 
 
 2641 
 
 998629 
 
 17 
 
 900803 
 
 26.58 
 
 099197 
 
 27 
 
 34 
 
 901017 
 
 2631 
 
 998619 
 
 17 
 
 902398 
 
 2648 
 
 097602 
 
 26 
 
 35 
 
 902596 
 
 2622 
 
 998609 
 
 17 
 
 903987 
 
 2638 
 
 096013 
 
 25 
 
 36 
 
 904169 
 
 2612 
 
 998599 
 
 17 
 
 905570 
 
 2629 
 
 094430 
 
 24 
 
 37 
 
 905736 
 
 2603 
 
 998589 
 
 17 
 
 907147 
 
 2620 
 
 0928.53 
 
 23 
 
 38 
 
 907297 
 
 2593 
 
 998578 
 
 17 
 
 908719 
 
 2610 
 
 091281 
 
 22 
 
 39 
 
 908353 
 
 2584 
 
 998568 
 
 17 
 
 910285 
 
 2601 
 
 039715 
 
 21 
 
 40 
 
 910404 
 
 2575 
 
 998558 
 
 17 
 
 911846 
 
 2592 
 
 088154 
 
 20 
 
 41 
 
 8.911949 
 
 2560 
 
 9.998.548 
 
 17 
 
 8.913401 
 
 2583 
 
 11.086599 
 
 19 
 
 42 
 
 913488 
 
 2150 
 
 998.537 
 
 17 
 
 914951 
 
 2574 
 
 08,5049 
 
 18 
 
 43 
 
 9150'^2 
 
 2547 
 
 998.527 
 
 17 
 
 916495 
 
 2565 
 
 083505 
 
 17 
 
 44 
 
 916.55« 
 
 2538 
 
 998516 
 
 18 
 
 918034 
 
 2556 
 
 081966 
 
 16 
 
 45 
 
 , 918073 
 
 2529 
 
 998.506 
 
 18 
 
 919568 
 
 2547 
 
 080432 
 
 15 
 
 46 
 
 919591 
 
 2520 
 
 998495 
 
 18 
 
 921096 
 
 2538 
 
 078904 
 
 14 
 
 47 
 
 921103 
 
 2512 
 
 998485 
 
 18 
 
 922619 
 
 2530 
 
 07738 1 
 
 13 
 
 48 
 
 922610 
 
 2.503 
 
 998474 
 
 18 
 
 924136 
 
 2.521 
 
 075864 
 
 12 
 
 49 
 
 924112 
 
 2494 
 
 998464 
 
 18 
 
 925649 
 
 2512 
 
 074351 
 
 H 
 
 50 
 
 925609 
 
 2486 
 
 998453 
 
 18 
 
 927156 
 
 2503 
 
 072844 
 
 10 
 
 51 
 
 8.927100 
 
 24^7 
 
 9.998442 
 
 18 
 
 8.9286.58 
 
 2495 
 
 11.071342 
 
 9 
 
 62 
 
 928.587 
 
 2469 
 
 998431 
 
 18 
 
 9301.55 
 
 2486 
 
 069845 
 
 8 
 
 53 
 
 930068 
 
 2460 
 
 998421 
 
 18 
 
 931647 
 
 2478 
 
 068353 
 
 7 
 
 54 
 
 931.544 
 
 2452 
 
 998410 
 
 18 
 
 933134 
 
 2470 
 
 ' 066H66 
 
 6 
 
 55 
 
 933015 
 
 2443 
 
 908399 
 
 18 
 
 934616 
 
 2461 
 
 065384 
 
 5 
 
 56 
 
 934481 
 
 2435 
 
 998388 
 
 18 
 
 936093 
 
 2453 
 
 063907 
 
 4 
 
 57 
 
 935942 
 
 2427 
 
 998377 
 
 18 
 
 937565 
 
 2445 
 
 062435 
 
 3 
 
 58 
 
 937398 
 
 2419 
 
 998366 
 
 18 
 
 9390.32 
 
 2437 
 
 060968 
 
 2 
 
 59 
 
 93S850 
 
 2411 
 
 998355 
 
 18 
 
 940494 
 
 2430 
 
 059506 
 
 1 
 
 _60_ 
 
 940296 
 
 2403 
 
 998344 
 
 18 
 
 941952 
 
 2421 
 
 058048 
 
 
 
 
 Co..;,e 
 
 
 ijiii<> 1 
 
 Ct>liin<! 
 
 
 Tana. 
 
 "mT' 
 
 eS DeKreen. 
 
SINKS AND TANGENTS. (5 Degrees.) 
 
 23 
 
 M 
 
 t^iiio 
 
 I.. 
 
 Cosine j 1) 
 
 i iViMu. 1 I). 
 
 1 C.au ! 
 
 ^ 
 
 6.i)^>UJ6 
 
 ■4iJ.i 
 
 9 . 90 -id k^ 
 
 19 
 
 8.91:19)* 
 
 ZhZi 
 
 1 1 .0.^dsIM] 60 
 
 1 
 
 94l7tJS 
 
 2394 
 
 998333 
 
 10 
 
 943404 
 
 2413 
 
 056596' 59 
 
 2 
 
 943174 
 
 2387 
 
 993822 
 
 19 
 
 944S52 
 
 2405 
 
 055148158 
 
 a 
 
 944606 
 
 2379 
 
 90 S3 11 
 
 19 
 
 546205 
 ^4773 1 
 
 2397 
 
 0.53705, 57 
 
 4 
 
 946034 
 
 2371 
 
 903300 
 
 19 
 
 2390 
 
 052266 .5G 
 
 f, 
 
 947456 
 
 2363 
 
 993239 
 
 19 
 
 949168 
 
 2382 
 
 050832 55 
 
 f. 
 
 948 S74 
 
 2355 
 
 993277 
 
 19 
 
 950597 
 
 2374 
 
 049403 54 
 
 V 
 
 950287 
 
 2343 
 
 993266 
 
 19 
 
 952021 
 
 2366 
 
 047979 53 
 
 b 
 
 951696 
 
 2340 
 
 998255 
 
 19 
 
 95344 1 
 
 2360 
 
 046559! 52 
 
 i 
 
 953100 
 
 2332 
 
 998243 
 
 19 
 
 954856 
 
 2351 
 
 045144151 
 0437331 50 
 
 10 
 
 954499 
 
 2325 
 
 998232 
 
 19 
 
 956267 
 
 2344 
 
 il' 
 
 8.935894 
 
 2317 
 
 9.99322.) 
 
 19 
 
 8.957674 
 
 2337 
 
 11.0423:iGJ4ji 
 
 Ik 
 
 957284 
 
 2310 
 
 998209 
 
 19 
 
 959075 
 
 2329 
 
 040925 48 
 
 i; 
 
 958670 
 
 2302 
 
 993197 
 
 19 
 
 960473 
 
 2323 
 
 039527 47 
 
 14 
 
 980052 
 
 2295 
 
 903186 
 
 19 
 
 961866 
 
 2314 
 
 038134 46 
 
 U 
 
 961429 
 
 2283 
 
 993174 
 
 19 
 
 963255 
 
 2307 
 
 036745 45 
 
 U> 
 
 962801 
 
 2280 
 
 998163 
 
 19 
 
 964639 
 
 2300 
 
 035361 44 
 
 17 
 
 964170 
 
 2273 
 
 908151 
 
 19 
 
 966019 
 
 2293 
 
 033981 43 
 
 IH 
 
 965534 
 
 2206 
 
 998139 
 
 20 
 
 917394 
 
 2286 
 
 032606 42 
 
 l!» 
 
 966893 
 
 2259 
 
 998128 
 
 20 
 
 963768 
 
 2279 
 
 031234 41 
 
 2;) 
 
 96 -{249 
 
 2252 
 
 998116 
 
 20 
 
 970133 
 
 2271 
 
 029867 40 
 
 2l" 
 
 8.96080) 
 
 2244 
 
 9.998104 
 
 20 
 
 8.971496 
 
 2265 
 
 11.028504 39 
 
 22 
 
 970947 
 
 2238 
 
 908092 
 
 20 
 
 972855 
 
 2257 
 
 027145 33 
 
 23 
 
 972289 
 
 2231 
 
 998080 
 
 20 
 
 974209 
 
 2251 
 
 025791 37 
 
 24 
 
 973628 
 
 2224 
 
 998068 
 
 20 
 
 975560 
 
 224-4 
 
 0244401 36 
 
 25 
 
 974962 
 
 2217 
 
 998056 
 
 20 
 
 976906 
 
 2237 
 
 023094 35 
 
 26 
 
 978293 
 
 2210 
 
 993044 
 
 20 
 
 978248 
 
 2230 
 
 021752 34 
 
 27 
 
 977619 
 
 2203 
 
 998032 
 
 20 
 
 979588 
 
 2223 
 
 020414 33 
 
 2S 
 
 978941 
 
 2197 
 
 993020 
 
 20 
 
 9309211 2217 
 
 019079 32 
 
 29 
 
 980259 
 
 2190 
 
 998008 
 
 20 
 
 932251 
 
 2210 
 
 0177491 31 
 
 3f) 
 
 9^1573 
 
 2183 
 
 997996 
 
 20 
 
 983577 
 
 2204 
 
 016423(30 
 
 31 
 
 8.982883 
 
 2177 
 
 9.997984 
 
 20 
 
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 835108 
 
 41 
 
 20 
 21 
 
 161164 
 9.162025 
 
 1436 
 1433 
 
 99539U 
 
 31 
 31 
 
 165774 
 9.1666.54 
 
 1467 
 1464 
 
 834226 
 10.833346 
 
 40' 
 .39" 
 
 9.99.5372 
 
 22 
 
 1 62885 
 
 14.30 
 
 995353 
 
 31 
 
 167532 
 
 1461 
 
 832468 
 
 38 
 
 23 
 
 163743 
 
 1427 
 
 995334 
 
 31 
 
 168409 
 
 14.58 
 
 831591 
 
 37 
 
 24 
 
 164600 
 
 1424 
 
 99.5316 
 
 31 
 
 169284 
 
 14.55 
 
 830716 
 
 36 
 
 26 
 
 165454 
 
 1422 
 
 995297 
 
 31 
 
 1701.57 
 
 14.53 
 
 S29843 
 
 35 
 
 26 
 
 166307 
 
 1419 
 
 995278 
 
 31 
 
 171029 
 
 14.50 
 
 828971 
 
 34 
 
 27 
 
 167169 
 
 1416 
 
 99.5260 
 
 31 
 
 171899 
 
 1447 
 
 828101 
 
 33 
 
 28 
 
 168008 
 
 1413 
 
 99.5241 
 
 32 
 
 172767 
 
 1444 
 
 827233 
 
 32 
 
 29 
 
 168856 
 
 1410 
 
 995222 
 
 32 
 
 173634 
 
 1442 
 
 826366 
 
 31 
 
 30 
 31 
 
 169702 
 9 170547 
 
 1407 
 1405 
 
 995203 
 9.995184 
 
 32 
 32 
 
 174499 
 
 J 439 
 1436 
 
 82.5501 
 10.824638 
 
 30 
 29 
 
 9.17.5362 
 
 32 
 
 171389 
 
 1402 
 
 995165 
 
 32 
 
 176224 
 
 1433 
 
 823776 
 
 28 
 
 33 
 
 172230 
 
 1399 
 
 995140 
 
 32 
 
 177084 
 
 1431 
 
 822916 
 
 27 
 
 34 
 
 173070 
 
 1396 
 
 995127 
 
 32 
 
 177942 
 
 1428 
 
 822058 
 
 26 
 
 35 
 
 173908 
 
 1394 
 
 995108 
 
 32 
 
 178799 
 
 1425 
 
 821201 
 
 25 
 
 36 
 
 174744 
 
 1391 
 
 995089 
 
 32 
 
 1796.55 
 
 1423 
 
 820345 
 
 24 
 
 37 
 
 175578 
 
 1.388 
 
 995070 
 
 32 
 
 180508 
 
 1420 
 
 819492 
 
 23 
 
 38 
 
 176411 
 
 1386 
 
 995051 
 
 32 
 
 181360 
 
 1417 
 
 818640 
 
 22 
 
 39 
 
 177242 
 
 1383 
 
 995032 
 
 32 
 
 182211 
 
 1415 
 
 817789 
 
 21 
 
 40 
 4]' 
 
 178072 
 9.178900 
 
 1380 
 1377 
 
 995013 
 9.994993 
 
 32 
 
 32 
 
 183059 
 9.183907 
 
 1412 
 1409 
 
 816941 
 
 20 
 19 
 
 10.816093 
 
 42 
 
 179726 
 
 1874 
 
 994974 
 
 32 
 
 184752 
 
 1407 
 
 81.5248 
 
 18 
 
 43 
 
 180.051 
 
 1372 
 
 994955 
 
 32 
 
 18.5.597 
 
 1404 
 
 814403 
 
 17 
 
 44 
 
 181374 
 
 1.369 
 
 994935 
 
 32 
 
 1864.39 
 
 1402 
 
 813561 
 
 16 
 
 45 
 
 182196 
 
 1366 
 
 9949 J 6 
 
 33 
 
 187280 
 
 1399 
 
 812720 
 
 15 
 
 46 
 
 183016 
 
 1.364 
 
 99-1896 
 
 33 
 
 188120 
 
 1396 
 
 811880 
 
 14 
 
 47 
 
 183831 
 
 1361 
 
 994877 
 
 33 
 
 1889.58 
 
 1393 
 
 811042 
 
 13 
 
 48 
 
 184651 
 
 1.359 
 
 994857 
 
 33 
 
 189794 
 
 1391 
 
 810206 
 
 12 
 
 49 
 
 185466 
 
 1350 
 
 994838 
 
 33 
 
 190629 
 
 1.389 
 
 80937 1 
 
 11 
 
 50 
 
 186280 
 
 1353 
 
 994818 
 
 33 
 
 191162 
 
 1380 
 
 808538 
 
 10 
 
 51 
 
 9.187092 
 
 1351 
 
 9.994798 
 
 33 
 
 9.192294 
 
 1.384 
 
 10.807706 
 
 9 
 
 52 
 
 187903 
 
 1348 
 
 994779 
 
 33 
 
 193124 
 
 1381 
 
 80r876 
 
 8 
 
 53 
 
 188712 
 
 1346 
 
 994759 
 
 33 
 
 1939.53 
 
 1379 
 
 806047 
 
 7 
 
 54 
 
 189519 
 
 1343 
 
 994739 
 
 33 
 
 194780 
 
 1376 
 
 , 805220 
 
 6 
 
 55 
 
 190325 
 
 1341 
 
 994719 
 
 33 
 
 195606 
 
 1374 
 
 804394 
 
 5 
 
 56 
 
 191130 
 
 1338 
 
 994700 
 
 33 
 
 196430 
 
 1371 
 
 803570 
 
 4 
 
 5-; 
 
 191933 
 
 1336 
 
 994680 
 
 33 
 
 197253 
 
 1369 
 
 802747 
 
 3 
 
 5'^ 
 
 192734 
 
 1.333 
 
 994660 
 
 33 
 
 198074 
 
 1366 
 
 801926 
 
 2 
 
 59 
 
 193534 
 
 1330 
 
 994640 
 
 33 
 
 198894 
 
 1364 
 
 801106 
 
 / 
 
 61 
 
 194332 
 
 1,328 
 
 994620 
 
 33 
 
 19971? 
 
 1361 
 
 8002H7 
 
 
 
 |n 
 
 Cosiiif 
 
 
 t^i.u. j 
 
 OilUIIL' 
 
 
 Til i.e. 1 iM. 1 
 
 Hi Deg.ees. 
 

 SINES A^'D TAKCFNTS. {^9 Degrees. 
 
 ; 
 
 27 
 
 M. 
 
 Sine 1 D. 
 
 Cosinfi 1 D 
 
 TilllR. 
 
 «. 
 
 Coiaiig. 1 
 
 Ol 9.194332 
 
 1328 
 
 9.994620 
 
 33 
 
 9.199713 
 
 1361 
 
 10.800287; 60 
 
 1 
 
 195129 
 
 1326 
 
 994600 
 
 33 
 
 200.529 
 
 1359 
 
 799471 
 
 59 
 
 2 
 
 195925 
 
 1323 
 
 994580 
 
 33 
 
 201345 
 
 1356 
 
 798655 
 
 59 
 
 3 
 
 196719 
 
 1321 
 
 904560 
 
 34 
 
 202159 
 
 1354 
 
 797841 
 
 57 
 
 4 
 
 197511 
 
 1318 
 
 994540 
 
 34 
 
 202971 
 
 1352 
 
 797029 
 
 66 
 
 5 
 
 198302 
 
 1316 
 
 994519 
 
 34 
 
 203782 
 
 1349 
 
 790218 
 
 56 
 
 6 
 
 199091 
 
 1313 
 
 994499 
 
 34 
 
 204592 
 
 1347 
 
 705408 
 
 54 
 
 7 
 
 199879 
 
 1311 
 
 994479 
 
 34 
 
 205400 
 
 1345 
 
 794600 
 
 53 
 
 8 
 
 200666 
 
 1308 
 
 994459 
 
 34 
 
 206207 
 
 1342 
 
 793793 
 
 52 
 
 9 
 
 201451 
 
 1306 
 
 994438 
 
 34 
 
 207013 
 
 1340 
 
 792987 
 
 51 
 
 10 
 11 
 
 202234 
 
 1304 
 1301 
 
 994418 
 9.994397 
 
 34 
 34 
 
 207817 
 
 1338 
 1335 
 
 792183 
 10.791381 
 
 60 
 49 
 
 9.203017 
 
 9.208619 
 
 12 
 
 203797 
 
 1299 
 
 994377 
 
 34 
 
 209420 
 
 1333 
 
 790580 
 
 48 
 
 13 
 
 .204577 
 
 1296 
 
 994357 
 
 34 
 
 210220 
 
 1331 
 
 789780 
 
 47 
 
 14 
 
 205354 
 
 1294 
 
 994336 
 
 34 
 
 211018 
 
 1328 
 
 788982 
 
 46 
 
 15 
 
 206181 
 
 1292 
 
 994316 
 
 34 
 
 211815 
 
 1326 
 
 788185 
 
 45 
 
 16 
 
 206906 
 
 1289 
 
 994295 
 
 34 
 
 212611 
 
 1324 
 
 7S7389 
 
 44 
 
 17 
 
 207679 
 
 1287 
 
 994274 
 
 35 
 
 213405 
 
 1321 
 
 786595 
 
 43 
 
 18 
 
 208452 
 
 1285 
 
 994254 
 
 35 
 
 214198 
 
 1319 
 
 785802 
 
 42 
 
 19 
 
 209222 
 
 1282 
 
 994233 
 
 35 
 
 214989 
 
 1317 
 
 785011 
 
 41 
 
 30 
 21 
 
 209992 
 
 1280 
 
 994212 
 
 35 
 35 
 
 215780 
 9.216568 
 
 1315 
 
 784220 
 
 40 
 39 
 
 9.210760 
 
 1278 
 
 9.994191 
 
 1312 
 
 10.783432 
 
 22 
 
 211526 
 
 1275 
 
 994171 
 
 35 
 
 217356 
 
 1310 
 
 782644 
 
 38 
 
 23 
 
 212291 
 
 1273 
 
 994150 
 
 35 
 
 218142 
 
 1308 
 
 781858 
 
 37 
 
 24 
 
 213055 
 
 1271 
 
 994129 
 
 35 
 
 218926 
 
 1305 
 
 781074 
 
 36 
 
 25 
 
 213818 
 
 1268 
 
 994108 
 
 35 
 
 219710 
 
 1303 
 
 780290 
 
 35 
 
 26 
 
 214579 
 
 1266 
 
 994087 
 
 35 
 
 220492 
 
 1301 
 
 779508 
 
 34 
 
 27 
 
 215338 
 
 1264 
 
 994066 
 
 35 
 
 221272 
 
 1299 
 
 778728 
 
 33 
 
 28 
 
 216097 
 
 1261 
 
 994045 
 
 35 
 
 222052 
 
 1297 
 
 777948 
 
 32 
 
 29 
 
 216854 
 
 1259 
 
 994024 
 
 'o5 
 
 222830 
 
 1294 
 
 777170 
 
 31 
 
 30 
 31 
 
 217609 
 
 1257 
 1255 
 
 994003 
 
 35 
 35 
 
 223606 
 
 1292 
 
 776394 
 
 30 
 29 
 
 9.218363 
 
 9.993981 
 
 9.224382 
 
 1290 
 
 10.775618 
 
 32 
 
 219116 
 
 1253 
 
 993960 
 
 35 
 
 225156 
 
 1288 
 
 774844 
 
 28 
 
 33 
 
 219868 
 
 1250 
 
 993939 
 
 35 
 
 225929 
 
 1286 
 
 774071 
 
 27 
 
 34 
 
 220618 
 
 1248 
 
 993918 
 
 .35 
 
 226700 
 
 1284 
 
 773300 
 
 26 
 
 35 
 
 221367 
 
 1246 
 
 993896 
 
 36 
 
 227471 
 
 1281 
 
 772529 
 
 25 
 
 36 
 
 222115 
 
 1244 
 
 993875 
 
 36 
 
 228239 
 
 1279 
 
 771761 
 
 24 
 
 37 
 
 222861 
 
 1242 
 
 993854 
 
 36 
 
 229007 
 
 1277 
 
 770993 
 
 23 
 
 38 
 
 223606 
 
 1239 
 
 993832 
 
 36 
 
 229773 
 
 1275 
 
 770227 
 
 22 
 
 39 
 
 224349 
 
 1237 
 
 993811 
 
 36 
 
 230539 
 
 1273 
 
 769461 
 
 21 
 
 40 
 41 
 
 225092 
 9.225S33 
 
 1235 
 1233 
 
 993789 
 
 36 
 
 36 
 
 231302 
 
 1271 
 
 768698 
 
 20 
 19 
 
 9.993768 
 
 9.232065 
 
 1269 
 
 10.767935 
 
 42 
 
 226573 
 
 1231 
 
 993746 
 
 36 
 
 232826 
 
 1267 
 
 767174 
 
 18 
 
 43 
 
 227.^.11 
 
 1228 
 
 993725 
 
 36 
 
 233586 
 
 1265 
 
 766414 
 
 17 
 
 44 
 
 228048 
 
 1220 
 
 993703 
 
 36 
 
 234345 
 
 1262 
 
 765655 
 
 16 
 
 45 
 
 228784 
 
 1224 
 
 993681 
 
 36 
 
 235103 
 
 1260 
 
 764897 
 
 15 
 
 46 
 
 229518 
 
 1222 
 
 993660 
 
 38 
 
 235859 
 
 1258 
 
 764141 
 
 14 
 
 47 
 
 230252 
 
 1220 
 
 993638 
 
 36 
 
 236614 
 
 1256 
 
 763386 
 
 13 
 
 48 
 
 230984 
 
 1218 
 
 993616 
 
 36 
 
 237368 
 
 1254 
 
 762632 
 
 12 
 
 49 
 
 231714 
 
 1216 
 
 993594 
 
 37 
 
 238120 
 
 1252 
 
 761880 
 
 11 
 
 50 
 61 
 
 232444 
 9.233172 
 
 1214 
 1212 
 
 993572 
 9.99.3550 
 
 37 
 37 
 
 238872 
 
 1250 
 
 761128 
 10.760378 
 
 io 
 
 9 
 
 9.239622 
 
 1248 
 
 52 
 
 233899 
 
 1209 
 
 993528 
 
 37 
 
 240371 
 
 1246 
 
 759620 
 
 8 
 
 53 
 
 234625 
 
 1207 
 
 993.506 
 
 37 
 
 241118 
 
 1244 
 
 758882 
 
 7 
 
 54 
 
 235349 
 
 1205 
 
 993484 
 
 37 
 
 241865 
 
 1242 
 
 758135 
 
 6 
 
 55 
 
 236073 
 
 1203 
 
 993462 
 
 37 
 
 242610 
 
 1240 
 
 757390 
 
 5 
 
 56 
 
 236/95 
 
 1201 
 
 993440 
 
 37 
 
 243354 
 
 1238 
 
 756646 
 
 4 
 
 57 
 
 237515 
 
 1199 
 
 993418 
 
 37 
 
 244097 
 
 1236 
 
 755903 
 
 3 
 
 58 
 
 238235 
 
 1197 
 
 993396 
 
 37 
 
 244839 
 
 1234 
 
 7.55161 
 
 2 
 
 59 
 
 238958 
 
 1195 
 
 993374 
 
 37 
 
 245579 
 
 1232 
 
 764421 
 
 1 
 
 60 
 
 239670 
 
 1193 
 
 993351 
 
 37 
 
 246319 
 
 1230 
 
 753681 
 
 
 
 i 1 
 
 Cosine i i 
 
 Siae 1 1 
 
 Cotaiig. 1 
 
 
 Tang. |M. 1 
 
 17* 
 
 8U 
 
 EE 
 
28 
 
 (10 Dogr 
 
 ees.) A 
 
 TABLE OF LOGARITHMIC 
 
 
 M. 
 
 Situ; 
 
 D. 
 
 vvosine 1 D. 
 
 Tnus. 
 
 D. 
 
 1 Cotano. 1 1 
 
 "o" 
 
 9.239670 
 
 1193 
 
 9.993351 
 
 37 
 
 9.246319 
 
 1230 
 
 10.753081 
 
 60 
 
 1 
 
 240386 
 
 1191 
 
 993329 
 
 37 
 
 247057 
 
 1228 
 
 752943 
 
 69 
 
 2 
 
 241101 
 
 1189 
 
 993307 
 
 37 
 
 247794 
 
 1226 
 
 762206 
 
 58 
 
 3 
 
 241814 
 
 1187 
 
 993286 
 
 37 
 
 248530 
 
 1224 
 
 761470 
 
 57 
 
 4 
 
 242526 
 
 1186 
 
 993202 
 
 37 
 
 249264 
 
 1222 
 
 750736 
 
 66 
 
 6 
 
 243237 
 
 1183 
 
 993240 
 
 37 
 
 249998 
 
 1220 
 
 750002 
 
 55 
 
 6 
 
 243947 
 
 1181 
 
 993217 
 
 38 
 
 260730 
 
 1218 
 
 749270 
 
 64 
 
 7 
 
 244656 
 
 1179 
 
 993195 
 
 38 
 
 261461 
 
 1217 
 
 748539 
 
 63 
 
 8 
 
 245363 
 
 1177 
 
 993172 
 
 38 
 
 252191 
 
 1215 
 
 7478091 52 1 
 
 9 
 
 246069 
 
 1176 
 
 993149 
 
 38 
 
 252920 
 
 1213 
 
 7470801 51 1 
 
 10 
 11 
 
 246775 
 9.247478 
 
 1173 
 1171 
 
 993127 
 
 38 
 38 
 
 263648 
 9.264374 
 
 1211 
 
 7463.52 
 
 50 
 49 
 
 9.993104 
 
 1209 
 
 10.745626 
 
 12 
 
 248181 
 
 1169 
 
 993081 
 
 38 
 
 256100 
 
 1207 
 
 744900 
 
 48 
 
 13 
 
 248883 
 
 l.o7 
 
 993069 
 
 38 
 
 255824 
 
 1205 
 
 744176 
 
 47 
 
 14 
 
 249583 
 
 1165 
 
 993036 
 
 38 
 
 266.547 
 
 1203 
 
 743453 
 
 46 
 
 15 
 
 250282 
 
 1163 
 
 993013 
 
 38 
 
 257269 
 
 1201 
 
 742731 
 
 45 
 
 16 
 
 250980 
 
 1161 
 
 992990 
 
 38 
 
 257990 
 
 1200 
 
 742010 
 
 44 
 
 17 
 
 251677 
 
 1159 
 
 992967 
 
 38 
 
 258710 
 
 1198 
 
 741290 
 
 43 
 
 18 
 
 252373 
 
 1158 
 
 992944 
 
 38 
 
 269429 
 
 1196 
 
 740571 
 
 42 
 
 19 
 
 253067 
 
 1156 
 
 992921 
 
 38 
 
 260146 
 
 1194 
 
 7398.54 
 
 41 
 
 20 
 21 
 
 253761 
 
 1164 
 11,52 
 
 992898 
 9.992875 
 
 38 
 38 
 
 260863 
 
 1192 
 1190 
 
 739137 
 
 4_0 
 39 
 
 9.254453 
 
 9.261678 
 
 10.738422 
 
 22 
 
 265144 
 
 1150 
 
 992852 
 
 38 
 
 262292 
 
 1189 
 
 737708 
 
 38 
 
 23 
 
 255834 
 
 1148 
 
 992829 
 
 39 
 
 263005 
 
 1187 
 
 736995 
 
 37 
 
 24 
 
 266523 
 
 1146 
 
 992806 
 
 39 
 
 263717 
 
 1185 
 
 736283 
 
 36 
 
 26 
 
 257211 
 
 1144 
 
 992783 
 
 39 
 
 264428 
 
 1183 
 
 735572 
 
 36 
 
 26 
 
 257898 
 
 1142 
 
 992759 
 
 39 
 
 266138 
 
 1181 
 
 734862 
 
 34 
 
 27 
 
 268583 
 
 1141 
 
 992736 
 
 39 
 
 266847 
 
 1179 
 
 7341.53 
 
 33 
 
 28 
 
 269268 
 
 1139 
 
 992713 
 
 39 
 
 266565 
 
 1178 
 
 733445 
 
 32 
 
 29 
 
 259951 
 
 1137 
 
 992690 
 
 39 
 
 267261 
 
 1176 
 
 732739 
 
 31 
 
 30 
 31 
 
 260633 
 
 3135 
 
 992666 
 9.992643 
 
 39 
 39 
 
 267967 
 
 1174 
 1172 
 
 732033 
 10.731329 
 
 30 
 
 29 
 
 9.261314 
 
 1133 
 
 9.268671 
 
 32 
 
 261994 
 
 1131 
 
 992619 
 
 39 
 
 269376 
 
 1170 
 
 730626 
 
 28 
 
 33 
 
 262673 
 
 1130 
 
 992596 
 
 39 
 
 270077 
 
 1169 
 
 729923 
 
 27 
 
 34 
 
 263351 
 
 1128 
 
 992572 
 
 39 
 
 270779 
 
 1167 
 
 729221 
 
 26 
 
 35 
 
 264027 
 
 1126 
 
 992649 
 
 39 
 
 271479 
 
 1165 
 
 728621 
 
 25 
 
 36 
 
 264703 
 
 1124 
 
 G92626 
 
 39 
 
 272178 
 
 1164 
 
 727822 
 
 24 
 
 37 
 
 265377 
 
 1122 
 
 992601 
 
 39 
 
 272876 
 
 1162 
 
 727124 
 
 23 
 
 38 
 
 266051 
 
 1120 
 
 992478 
 
 40 
 
 273573 
 
 1160 
 
 726427 
 
 22 
 
 39 
 
 266723 
 
 1119 
 
 992464 
 
 40 
 
 274269 
 
 1158 
 
 725731 
 
 21 
 
 40 
 
 267395 
 
 1117 
 
 992430 
 
 40 
 
 274964 
 
 1157 
 
 725036 
 
 20 
 
 41 
 
 9.268065 
 
 1115 
 
 9.992406 
 
 40 
 
 9.276668 
 
 1156 
 
 10.724342 
 
 19 
 
 42 
 
 268734 
 
 1113 
 
 992382 
 
 40 
 
 276361 
 
 1153 
 
 723649 
 
 18 
 
 43 
 
 269402 
 
 1111 
 
 992359 
 
 40 
 
 277043 
 
 1151 
 
 722957 
 
 17 
 
 44 
 
 270069 
 
 1110 
 
 992336 
 
 40 
 
 277734 
 
 1150 
 
 722266 
 
 W5 
 
 45 
 
 270736 
 
 1108 
 
 992311 
 
 40 
 
 278424 
 
 1148 
 
 721576 
 
 16 
 
 46 
 
 271400 
 
 1106 
 
 992287 
 
 40 
 
 279113 
 
 1147 
 
 720887 
 
 14 
 
 47 
 
 272064 
 
 1105 
 
 992263 
 
 40 
 
 279801 
 
 1146 
 
 720199 
 
 13 
 
 48 
 
 272726 
 
 1103 
 
 992239 
 
 40 
 
 280488 
 
 1143 
 
 719512 
 
 12 
 
 49 
 
 273388 
 
 1101 
 
 992214 
 
 40 
 
 281174 
 
 1141 
 
 718826 
 
 11 
 
 60 
 51 
 
 274049 
 9.274708 
 
 1099 
 
 992190 
 
 40 
 40 
 
 281858 
 
 1140 
 1138 
 
 718142 
 10.717468 
 
 50 
 9 
 
 1098 
 
 9.992166 
 
 9.282542 
 
 52 
 
 275367 
 
 1096 
 
 992142 
 
 40 
 
 283225 
 
 1136 
 
 716776 
 
 8 
 
 53 
 
 276024 
 
 1094 
 
 992117 
 
 41 
 
 283907 
 
 1136 
 
 716093 
 
 7 
 
 54 
 
 276681 
 
 1092 
 
 992093 
 
 41 
 
 284688 
 
 1133 
 
 , 715412 
 
 6 
 
 -55 
 
 277337 
 
 1091 
 
 992069 
 
 41 
 
 286268 
 
 1131 
 
 714732 
 
 5 
 
 56 
 
 277991 
 
 1089 
 
 992044 
 
 41 
 
 285947 
 
 1130 
 
 714063 
 
 4 
 
 57 
 
 278644 
 
 1087 
 
 992020 
 
 41 
 
 286624 
 
 1128 
 
 713.376 
 
 3 
 
 58 
 
 279297 
 
 1086 
 
 991996 
 
 41 
 
 287301 
 
 1126 
 
 712699 
 
 2 
 
 59 
 
 279948 
 
 1084 
 
 991971 
 
 41 
 
 287977 
 
 1125 
 
 712023 
 
 1 
 
 60 
 
 280599 
 
 1082 
 
 991947 
 
 41 
 
 288662 
 
 1123 
 
 711348 
 
 
 
 
 Cosine 1 
 
 
 Bine 
 
 
 
 Ctang. 1 
 
 1 
 
 Tang. IM.| 
 
 97 Degrees. 
 
siKES AND TANGENTS. (11 Degrees.) 
 
 29 
 
 M. 
 
 1 Sine 
 
 1 n. 
 
 1 Cosiiifi 1 n. 
 
 i Tgn.. 
 
 1 D. 
 
 1 Ccrta.,!:. 1 \ 
 
 "(T 
 
 [9.280599 
 
 1082 
 
 9.991947 
 
 41 
 
 9.288652 
 
 1123 
 
 10.711348, 60 1 
 
 1 
 
 281248 
 
 1081 
 
 991922 
 
 41 
 
 289326 
 
 1122 
 
 710674 
 
 59 
 
 2 
 
 281897 
 
 1079 
 
 991897 
 
 41 
 
 289999 
 
 112U 
 
 710001 
 
 58 
 
 3 
 
 282544 
 
 1077 
 
 991873 
 
 41 
 
 290671 
 
 1118 
 
 709329 
 
 57 
 
 4 
 
 283190 
 
 1076 
 
 991848 
 
 41 
 
 291342 
 
 1117 
 
 708658 
 
 56 
 
 5 
 
 283836 
 
 1074 
 
 991823 
 
 41 
 
 292013 
 
 1115 
 
 707987 
 
 55 
 
 6 
 
 284480 
 
 1072 
 
 991799 
 
 41 
 
 292682 
 
 1114 
 
 707318 
 
 54 
 
 7 
 
 285124 
 
 1071 
 
 991774 
 
 42 
 
 293350 
 
 1112 
 
 7066501531 
 
 8 
 
 285766 
 
 1069 
 
 991749 
 
 42 
 
 294017 
 
 1111 
 
 705983! 521 
 
 9 
 
 286408 
 
 1067 
 
 991724 
 
 42 
 
 294684 
 
 1109 
 
 705316 
 
 51 
 
 10 
 11 
 
 287048 
 9.287687 
 
 1066 
 
 991699 
 9.991674 
 
 42 
 42 
 
 295349 
 
 1107 
 
 704651 
 
 50 
 49 
 
 1064 
 
 9.296013 
 
 1106 
 
 10.703987 
 
 12 
 
 288326 
 
 1063 
 
 991649 
 
 42 
 
 296677 
 
 1104 
 
 703323 
 
 48 
 
 13 
 
 288964 
 
 1061 
 
 991624 
 
 42 
 
 297339 
 
 1103 
 
 702661 
 
 47 
 
 14 
 
 289600 
 
 1059 
 
 991599 
 
 42 
 
 298001 
 
 1101 
 
 701999 
 
 46 
 
 15 
 
 290236 
 
 1058 
 
 991574 
 
 42 
 
 208662 
 
 1100 
 
 701338 
 
 45 
 
 16 
 
 290870 
 
 1056 
 
 991549 
 
 42 
 
 299322 
 
 1098 
 
 700678 
 
 44 
 
 17 
 
 291.504 
 
 1054 
 
 991524 
 
 42 
 
 299980 
 
 1096 
 
 700020 
 
 43 
 
 IS 
 
 293137 
 
 1053 
 
 991498 
 
 42 
 
 300638 
 
 1095 
 
 699362 
 
 42 
 
 19 
 
 292768 
 
 1051 
 
 991473 
 
 42 
 
 301295 
 
 1093 
 
 698705 
 
 41 
 
 20 
 
 293399 
 
 1050 
 
 991448 
 
 42 
 
 301951 
 
 1092 
 
 698049 
 
 40 
 
 21 
 
 9.294029 
 
 1048 
 
 9.991422 
 
 42 
 
 9.302607 
 
 1090 
 
 10.697393 
 
 39 
 
 22 
 
 294658 
 
 1046 
 
 991397 
 
 42 
 
 303261 
 
 1089 
 
 696739 
 
 38 
 
 23 
 
 295286 
 
 1045 
 
 991372 
 
 43 
 
 303914 
 
 1087 
 
 696086 
 
 37 
 
 24 
 
 295913 
 
 1043 
 
 991346 
 
 43 
 
 .304567 
 
 1086 
 
 695433 
 
 36 
 
 25 
 
 296539 
 
 1042 
 
 991321 
 
 43 
 
 305218 
 
 1084 
 
 694782 
 
 35 
 
 26 
 
 297164 
 
 1040 
 
 991295 
 
 43 
 
 305869 
 
 1083 
 
 694131 
 
 34 
 
 27 
 
 297788 
 
 1039 
 
 991270 
 
 43 
 
 306519 
 
 1081 
 
 693481 
 
 33 
 
 28 
 
 298412 
 
 1037 
 
 991244 
 
 43 
 
 307168 
 
 1080 
 
 692832 
 
 32 
 
 2 'J 
 
 299034 
 
 1036 
 
 991218 
 
 43 
 
 307815 
 
 1078 
 
 692185 
 
 31 
 
 3!) 
 31 
 
 299655 
 9.300276 
 
 1034 
 
 991193 
 9.991167 
 
 43 
 43 
 
 308463 
 9.309109 
 
 1077 
 
 691537 
 
 30 
 29 
 
 1032 
 
 1075, 
 
 10.690891 
 
 32 
 
 300895 
 
 1031 
 
 991141 
 
 43 
 
 309754 
 
 1074 
 
 690246 
 
 28 
 
 33 
 
 301514 
 
 1029 
 
 991115 
 
 43 
 
 310398 
 
 1073 
 
 689602 
 
 27 
 
 34 
 
 302132 
 
 1028 
 
 991090 
 
 43 
 
 811042 
 
 1071 
 
 688958 
 
 26 
 
 35 
 
 302748 
 
 1026 
 
 991064 
 
 43 
 
 311685 
 
 1070 
 
 688315 
 
 25 
 
 36 
 
 303364 
 
 1025 
 
 991038 
 
 43 
 
 312327 
 
 1068 
 
 687673 
 
 24 
 
 37 
 
 303979 
 
 1023 
 
 991012 
 
 43 
 
 312967. 
 
 1067 
 
 687033 
 
 23 
 
 38 
 
 304593 
 
 1022 
 
 990986 
 
 43 
 
 313608 
 
 1065 
 
 686392 
 
 22 
 
 39 
 
 305207 
 
 1020 
 
 990960 
 
 43 
 
 314247 
 
 1064 
 
 685753 
 
 21 
 
 40 
 
 305319 
 
 1019 
 
 990934 
 
 44 
 
 314885 
 
 1062 
 
 685115 
 
 20 
 
 41 
 
 9.306430 
 
 1017 
 
 9.990908 
 
 44 
 
 9.315523 
 
 1061 
 
 10.684477 
 
 19 
 
 42 
 
 307041 
 
 1016 
 
 990882 
 
 44 
 
 316159 
 
 1060 
 
 683841 
 
 18 
 
 43 
 
 307650 
 
 1014 
 
 990855 
 
 44 
 
 316795 
 
 1058 
 
 683205 
 
 17 
 
 44 
 
 308259 
 
 1013 
 
 990829 
 
 44 
 
 317430 
 
 1057 
 
 682570 
 
 16 
 
 45 
 
 308887 
 
 1011 
 
 990803 
 
 44 
 
 318064 
 
 1055 
 
 681936 
 
 15 
 
 46 
 
 309474 
 
 1010 
 
 990777 
 
 44 
 
 318697 
 
 1054 
 
 681303 
 
 14 
 
 47 
 
 310080 
 
 1008 
 
 990750 
 
 44 
 
 319329 
 
 1053 
 
 680671 
 
 13 
 
 48 
 
 310685 
 
 1007 
 
 990724 
 
 44 
 
 319961 
 
 1051 
 
 680033 
 
 12 
 
 49 
 
 311289 
 
 1005 
 
 990697 
 
 44 
 
 320592 
 
 1050 
 
 679408 
 
 11 
 
 50 
 
 311893 
 
 1004 
 
 990671 
 
 44 
 
 321222 
 
 1048 
 
 678778 
 
 10 
 
 51 
 
 9.312495 
 
 1003 
 
 9.990644 
 
 44 
 
 9.321851 
 
 1047 
 
 10.678149 
 
 9 
 
 52 
 
 313097 
 
 1001 
 
 990618 
 
 44 
 
 322479 
 
 1045 
 
 677521 
 
 8 
 
 53 
 
 313698 
 
 1000 
 
 990591 
 
 44 
 
 323106 
 
 1044 
 
 676894 
 
 7 
 
 54 
 
 314297 
 
 998 
 
 990565 44 
 
 323733 
 
 1043 
 
 676267 
 
 6 
 
 55 
 
 314897 
 
 997 
 
 990538 44 
 
 324358 
 
 1041 
 
 675642 
 
 5 
 
 56 
 
 315495 
 
 996 
 
 990511 45 
 
 324983 
 
 1040 
 
 675017 
 
 4 
 
 57 
 
 316092 
 
 994 
 
 J90485 45 
 
 325607 
 
 1039 
 
 674393 3 
 
 58 
 
 316689 
 
 993 
 
 990458 45 
 
 326231 
 
 1037 
 
 673769 2 
 
 59 
 
 317284 
 
 991 
 
 990431 45 
 
 326853 
 
 1036 
 
 673117 1 
 
 €0 
 
 317879 
 
 990 
 
 990404 45 
 
 327475 
 
 10.35 
 
 672525 
 
 
 I Cosine 
 
 
 • 8iiie 1 
 
 ) (Jolaiu. 
 
 
 Tan-, j 
 
 78 Degrees 
 
30 
 
 (12 Degrees.) a 
 
 TABLE OP I.OGARITHMIC 
 
 
 M. 
 
 1 Si.ie 
 
 ! i>. 
 
 1 Cosine | D. 
 
 1 Timti. 
 
 1 D. 
 
 1 Cofaii;;. i 1 
 
 "IT 
 
 9.317879 
 
 990 
 
 9.&9U404 
 
 45 
 
 9.327474 
 
 1035 
 
 10.672526 
 
 60 
 
 1 
 
 318473 
 
 988 
 
 990378 
 
 45 
 
 328095 
 
 1033 
 
 671905 
 
 59 
 
 2 
 
 319066 
 
 987 
 
 990351 
 
 45 
 
 328715 
 
 1032 
 
 671285 
 
 58 
 
 3 
 
 319658 
 
 986 
 
 990324 
 
 45 
 
 329334 
 
 1030 
 
 670G66 
 
 57 
 
 4 
 
 320249 
 
 984 
 
 990297 
 
 45 
 
 329953 
 
 1029 
 
 670047 
 
 56 
 
 5 
 6 
 
 320840 
 
 983 
 
 990270 
 
 45 
 
 330570 
 
 1028 
 
 669430 
 
 55 
 
 "3til475tr 
 
 ~ 982 
 
 990243 
 
 45 
 
 331187 
 
 1026 
 
 668813 
 
 54 
 
 7 
 
 322019 
 
 980 
 
 990215 
 
 45 
 
 331803 
 
 1025 
 
 668197 
 
 53 
 
 8 
 
 322607 
 
 979 
 
 990188 
 
 45 
 
 332418 
 
 1024 
 
 667582 
 
 52 
 
 9 
 
 323194 
 
 977 
 
 990161 
 
 45 
 
 333033 
 
 1023 
 
 066967 
 
 51 
 
 10 
 11 
 
 323780 
 9.324366 
 
 976 
 
 990134 
 9.990107 
 
 45 
 
 46 
 
 333646 
 
 1021 
 
 666354 
 10.66.5741 
 
 50 
 49 
 
 975 
 
 9.334259 
 
 1020 
 
 12 
 
 324950 
 
 973 
 
 990079 
 
 46 
 
 334871 
 
 1019 
 
 665129 
 
 48 
 
 13 
 
 325534 
 
 972 
 
 990052 
 
 46 
 
 335482 
 
 1017 
 
 664518 
 
 47 
 
 14 
 
 326117 
 
 970 
 
 990025 
 
 46 
 
 336093 
 
 1016 
 
 663907 
 
 46 
 
 15 
 
 326700 
 
 969 
 
 98'.997 
 
 46 
 
 336702 
 
 1015 
 
 663298 
 
 45 
 
 16 
 
 327281 
 
 968 
 
 989970 
 
 46 
 
 337311 
 
 1013 
 
 662689 
 
 44 
 
 17 
 
 327862 
 
 966 
 
 989942 
 
 46 
 
 337919 
 
 1012 
 
 662081 
 
 43 
 
 18 
 
 328442 
 
 965 
 
 989915 
 
 46 
 
 338527 
 
 1011 
 
 661473 
 
 42 
 
 19 
 
 329021 
 
 964 
 
 989887 
 
 46 
 
 339133 
 
 1010 
 
 660867 
 
 41 
 
 20 
 21 
 
 329599 
 
 962 
 
 989860 
 
 46 
 46 
 
 339739 
 
 1008 
 1007 
 
 660261 
 10.659656 
 
 40 
 39 
 
 9.330176 
 
 961 
 
 9.989832 
 
 9.340344 
 
 22 
 
 330753 
 
 960 
 
 989804 
 
 46 
 
 340948 
 
 1006 
 
 6590.52 
 
 38 
 
 23 
 
 331.329 
 
 958 
 
 989777 
 
 46 
 
 341552 
 
 1004 
 
 658448 
 
 37 
 
 24 
 
 331903 
 
 957 
 
 989749 
 
 47 
 
 342155 
 
 1003 
 
 657845 
 
 36 
 
 25 
 
 332478 
 
 956 
 
 989721 
 
 47 
 
 342757 
 
 1002 
 
 657243 
 
 35 
 
 26 
 
 333051 
 
 954 
 
 989693 
 
 47 
 
 343358 
 
 1000 
 
 656642 
 
 34 
 
 27 
 
 333624 
 
 953 
 
 989665 
 
 47 
 
 343958 
 
 999 
 
 656042 
 
 33 
 
 28 
 
 334195 
 
 952 
 
 989637 
 
 47 
 
 344558 
 
 998 
 
 655442 
 
 32 
 
 29 
 
 334706 
 
 950 
 
 989609 
 
 47 
 
 345157 
 
 997 
 
 654843 
 
 31 
 
 30 
 31 
 
 335337 
 
 949 
 
 989582 
 9.989553 
 
 47 
 47 
 
 345755 
 9.346353 
 
 996 
 994 
 
 654245 
 10.653647 
 
 30 
 29 
 
 9.335906 
 
 948 
 
 32 
 
 336475 
 
 946 
 
 989525 
 
 47 
 
 346949 
 
 993 
 
 653051 
 
 28 
 
 33 
 
 337043 
 
 945 
 
 989497 
 
 47 
 
 347545 
 
 992 
 
 652455 
 
 27 
 
 34 
 
 337610 
 
 944 
 
 989469 
 
 47 
 
 .348141 
 
 991 
 
 651859 
 
 26 
 
 35 
 
 338176 
 
 943 
 
 989441 
 
 47 
 
 348735 
 
 990 
 
 651265 
 
 25 
 
 36 
 
 338742 
 
 941 
 
 989413 
 
 47 
 
 349329 
 
 988 
 
 650671 
 
 24 
 
 37 
 
 339306 
 
 940 
 
 989384 
 
 47 
 
 349922 
 
 987 
 
 650078 
 
 23 
 
 38 
 
 . 339871 
 
 939 
 
 989356 
 
 47 
 
 350514 
 
 986 
 
 649480 
 
 22 
 
 39 
 
 340434 
 
 937 
 
 989328 
 
 47 
 
 351106 
 
 985 
 
 64P894 
 
 21 
 
 40 
 41 
 
 340996 
 
 936 
 
 989300 
 9.989271 
 
 47 
 47 
 
 351697 
 
 983 
 
 982 
 
 648303 
 
 20 
 19 
 
 9.341558 
 
 935 
 
 9.352287 
 
 10.647713 
 
 42 
 
 342119 
 
 934 
 
 989243 
 
 47 
 
 352876 
 
 981 
 
 647124 
 
 18 
 
 43 
 
 342679 
 
 932 
 
 989214 
 
 47 
 
 353465 
 
 980 
 
 646535 
 
 17 
 
 44 
 
 343239 
 
 931 
 
 989186 
 
 47 
 
 354053 
 
 979 
 
 645947 
 
 16 
 
 45' 
 
 343797 
 
 930 
 
 9891.57 
 
 47 
 
 354640 
 
 977 
 
 645360 
 
 16 
 
 46 
 
 344355 
 
 929 
 
 989128 
 
 48 
 
 355227 
 
 976 
 
 644773 
 
 14 
 
 47 
 
 344912 
 
 927 
 
 989100 
 
 48 
 
 355813 
 
 975 
 
 644187 
 
 13 
 
 48 
 
 345469 
 
 926 
 
 989071 
 
 48 
 
 356398 
 
 974 
 
 643602 
 
 12 
 
 49 
 
 346024 
 
 925 
 
 989042 48 | 
 
 356982 
 
 973 
 
 643018 
 
 11 
 
 50 
 
 346579 
 
 924 
 
 989014 
 
 48 
 
 357566 
 
 971 
 
 642434 
 
 10 
 
 51 
 
 9.347134 
 
 922 
 
 9.988985 
 
 48 
 
 9.358149 
 
 970 
 
 10.641851 
 
 9 
 
 62 
 
 347687 
 
 921 
 
 988956 
 
 48 
 
 358731 
 
 969 
 
 641269 
 
 8 
 
 53 
 
 348240 
 
 920 
 
 988927 
 
 48 
 
 359313 
 
 968 
 
 640687 
 
 7 
 
 54 
 
 348792 
 
 919 
 
 988898 
 
 48 
 
 359893 
 
 967 
 
 ^ 640107 
 
 6 
 
 55 
 
 349343 
 
 917 
 
 988869 
 
 48 
 
 360474 
 
 966 
 
 639526 
 
 5 
 
 66 
 
 349893 
 
 916 
 
 988840 
 
 48 
 
 361053 
 
 965 
 
 638947 
 
 4 
 
 57 
 
 350443 
 
 915 
 
 988811 
 
 49 
 
 361632 
 
 963 
 
 638368 
 
 3 
 
 58 
 
 350992 
 
 914 
 
 988782 
 
 49 
 
 362210 
 
 962 
 
 637790 
 
 2 
 
 69 
 
 351540 
 
 913 
 
 9887531 49 1 
 
 r62787 
 
 961 
 
 637213 
 
 1 
 
 60 
 
 352088 
 
 911 
 
 9887241 49 ' 
 
 363364 
 
 960 
 
 6.36636 
 
 
 
 Li 
 
 Cosine j 
 
 
 Sine 1 1 
 
 CuUMg. 1 
 
 1 
 
 Tang 1 M. | 
 
 7T Ufigrces. 
 
SINES AND TANGENTS. ^^13 Degrees.) 
 
 31 
 
 I Cosine I I). I T.iMg. | I). \ Ci 
 
 I 9.3-V20*o!8 
 ' 3.3263.= 
 
 .373933 
 374452 
 374970 
 375487 
 376003 
 376519 
 377035 
 377549 
 378003 
 378577 
 
 .379089 
 379601 
 380 113 
 380624 
 381134 
 381643 
 382152 
 3S2661 
 383 16S 
 383675 
 
 898 
 897 
 896 
 895 
 893 
 092 
 891 
 890 
 889 
 888 
 887 
 885 
 884 
 8S3 
 882 
 881 
 880 
 879 
 87r 
 876 
 875 
 874 
 873 
 872 
 871 
 870 
 869 
 867 
 866 
 865 
 
 864 
 883 
 862 
 861 
 860 
 859 
 858 
 857 
 856 
 854 
 
 853 
 852 
 851 
 850 
 849 
 848 
 847 
 846 
 845 
 844 
 
 9.i 
 
 .988103 
 988073 
 988043 
 988013 
 987983 
 987953 
 987922 
 987892 
 987862 
 987832 
 
 .987496 
 987465 
 987434 
 987403 
 987372 
 987341 
 997310 
 987279 
 987248 
 987217 
 
 49 
 
 9.363304 
 
 960 
 
 49 
 
 363940 
 
 959 
 
 49 
 
 3645 1& 
 
 958 
 
 49 
 
 365090 
 
 957 
 
 49 
 
 365664 
 
 955 
 
 49 
 
 368237 
 
 954 
 
 49 
 
 366810 
 
 953 
 
 49 
 
 367382 
 
 952 
 
 49 
 
 367953 
 
 951 
 
 49 
 
 368524 
 
 950 
 
 49 
 49 
 
 369094 
 
 949 
 
 9.369663 
 
 948 
 
 49 
 
 370232 
 
 946 
 
 49 
 
 370799 
 
 945 
 
 50 
 
 371367 
 
 944 
 
 50 
 
 371933 
 
 943 
 
 50 
 
 372499 
 
 942 
 
 50 
 
 373064 
 
 941 
 
 50 
 
 373629 
 
 940 
 
 50 
 
 374193 
 
 939 
 
 50 
 50 
 
 374756 
 
 938 
 
 9.375319 
 
 937 
 
 50 
 
 375881 
 
 935 
 
 50 
 
 376442 
 
 934 
 
 50 
 
 377003 
 
 933 
 
 50 
 
 377563 
 
 932 
 
 50 
 
 378122 
 
 931 
 
 50 
 
 378681 
 
 930 
 
 50 
 
 379239 
 
 929 
 
 50 
 
 379797 
 
 928 
 
 51 
 
 380354 
 
 927 
 
 51 
 
 9.380910 
 
 926 
 
 51 
 
 381466 
 
 925 
 
 51 
 
 382020 
 
 924 
 
 51 
 
 382575 
 
 923 
 
 51 
 
 383129 
 
 922 
 
 51 
 
 383682 
 
 921 
 
 51 
 
 384234 
 
 920 
 
 51 
 
 384786 
 
 919 
 
 51 
 
 385337 
 
 918 
 
 51 
 51 
 
 385888 
 
 91V 
 
 9.386438 
 
 915 
 
 51 
 
 386987 
 
 914 
 
 51 
 
 387536 
 
 913 
 
 52 
 
 388084 
 
 912 
 
 52 
 
 388631 
 
 911 
 
 52 
 
 389178 
 
 910 
 
 52 
 
 389724 
 
 909 
 
 52 
 
 390270 
 
 908 
 
 52 
 
 390815 
 
 907 
 
 52 
 52 
 
 391360 
 
 906 
 
 9.391903 
 
 905 
 
 52 
 
 392447 
 
 904 
 
 52 
 
 392989 
 
 903 
 
 52 
 
 393531 
 
 902 
 
 62 
 
 394073 
 
 901 
 
 52 
 
 394614 
 
 900 
 
 52 
 
 395154 
 
 899 
 
 52 
 
 395694 
 
 898 
 
 {,2 
 
 396233 
 
 897 
 
 52 
 
 396771 
 
 896 
 
 10.6386361 »J0 
 6360801 ?Q 
 635485' :.<< 
 6349101 57 
 6343361 50 
 6b3763' 55 
 633190 54 
 
 632618 
 632047 
 631476 
 
 630908 
 
 10^30337 
 629768 
 62920 1 
 628633 
 623067 
 627501 
 626936 
 626371 
 625807 
 625244 
 
 53 
 52 
 51 
 50 
 49 
 48 
 47 
 46 
 45 
 44 
 43 
 42 
 41 
 40 
 3& 
 38 
 37 
 36 
 35 
 34 
 33 
 32 
 31 
 30 
 29 
 28 
 27 
 26 
 25 
 24 
 23 
 22 
 21 
 20 
 107613562 19 
 
 613013 18 
 
 612464 
 
 611918 
 
 611369 
 
 610822 
 
 610276 
 
 609730 
 
 609185 
 
 608640 
 
 10.624881 
 624119 
 623558 
 622997 
 622437 
 621878 
 621319 
 620781 
 620203 
 619848 
 
 1.0.619090 
 618534 
 617980 
 617425 
 616871 
 616318 
 615768 
 615214 
 614683 
 614112 
 
 ov/ 
 
 10.608097 
 607553 
 607011 
 606489 
 605927 
 605386 
 604846 
 604306 
 6037671 
 6033291 
 
 I C oine I 
 
 I I 
 
 r.-iiip. I M. 
 
 EE* 
 
 76 Degrees. 
 
sj 
 
 (14 Degrees.; a 
 
 TABLE OF LOGARITHailC 
 
 
 M. 
 
 Sine 
 
 1). 
 
 Cosine | 1). 
 
 1 Tan-. 
 
 D. 
 
 Cotanj!. i 1 
 
 U 
 
 9.383675 
 
 844 
 
 9. 9^6904 
 
 52 
 
 9.396771 
 
 896 
 
 10.6032^9 
 
 60 
 
 1 
 
 384182 
 
 843 
 
 986873 
 
 53 
 
 397309 
 
 896 
 
 602691 
 
 59 
 
 2 
 
 384687 
 
 842 
 
 986841 
 
 53 
 
 397846 
 
 895 
 
 602154 
 
 58 
 
 3 
 
 385192 
 
 841 
 
 986809 
 
 53 
 
 398.383 
 
 894 
 
 601617 
 
 5~ 
 
 4 
 
 385697 
 
 840 
 
 986778 
 
 53 
 
 398919 
 
 893 
 
 601081 
 
 5d 
 
 5 
 
 386201 
 
 ^39 
 
 986746 
 
 53 
 
 399455 
 
 892 
 
 600545 
 
 55 
 
 6 
 
 386704 
 
 838 
 
 986714 
 
 53 
 
 399990 
 
 891 
 
 600010 
 
 54 
 
 7 
 
 387207 
 
 837 
 
 986683 
 
 53 
 
 400524 
 
 890 
 
 599476 
 
 53 
 
 8 
 
 387709 
 
 836 
 
 986651 
 
 53 
 
 401058 
 
 889 
 
 598942 
 
 52 
 
 9 
 
 388210 
 
 835 
 
 986619 
 
 53 
 
 401591 
 
 888 
 
 598409 
 
 51 
 
 10 
 11 
 
 388711 
 
 834 
 
 986587 
 
 53 
 53 
 
 402124 
 
 887 
 886 
 
 597876 
 10..597'344 
 
 50 
 49 
 
 9.38^11 
 
 833 
 
 9.986555 
 
 9.402656 
 
 12 
 
 389711 
 
 832 
 
 986523 
 
 53 
 
 403187 
 
 885 
 
 .596813 
 
 48 
 
 13 
 
 390210 
 
 831 
 
 986491 
 
 53 
 
 403718 
 
 884 
 
 696282 
 
 47 
 
 14 
 
 390708 
 
 830 
 
 986459 
 
 53 
 
 404249 
 
 883 
 
 59.5751 
 
 46 
 
 15 
 
 391206 
 
 828 
 
 986427 
 
 53 
 
 404778 
 
 882 
 
 ,595222 
 
 45 
 
 16 
 
 391703 
 
 827 
 
 986395 
 
 53 
 
 405308 
 
 881 
 
 594692 
 
 44 
 
 17 
 
 392199 
 
 826 
 
 986363 
 
 54 
 
 405836 
 
 880 
 
 594164 
 
 43 
 
 18 
 
 392695 
 
 825 
 
 986331 
 
 54 
 
 406364 
 
 879 
 
 593636 
 
 42 
 
 19 
 
 393191 
 
 824 
 
 986299 
 
 54 
 
 406892 
 
 878 
 
 593108 
 
 41 
 
 20 
 21 
 
 393685 
 9.394179 
 
 823 
 
 822 
 
 986266 
 9.986234 
 
 54 
 54 
 
 407419 
 
 877 
 
 592581 
 
 40 
 39 
 
 9.407945 
 
 876 
 
 10.592055 
 
 22 
 
 394673 
 
 821 
 
 986202 
 
 54 
 
 408471 
 
 875 
 
 591529 
 
 38 
 
 23 
 
 395166 
 
 820 
 
 986169 
 
 54 
 
 408997 
 
 874 
 
 591003 
 
 37 
 
 21 
 
 395658 
 
 819 
 
 986137 
 
 54 
 
 409521 
 
 874 
 
 590479 
 
 36 
 
 25 
 
 396150 
 
 818 
 
 986104 
 
 54 
 
 410045 
 
 873 
 
 589955 
 
 35 
 
 26 
 
 396641 
 
 817 
 
 986072 
 
 54 
 
 410569 
 
 872 
 
 589431 
 
 34 
 
 27 
 
 397132 
 
 817 
 
 986039 
 
 54 
 
 411092 
 
 871 
 
 588908 
 
 33 
 
 23 
 
 397621 
 
 816 
 
 986007 
 
 54 
 
 411615 
 
 870 
 
 58.8385 
 
 32 
 
 29 
 
 398111 
 
 815 
 
 935974 
 
 54 
 
 412137 
 
 869 
 
 587863 
 
 31 
 
 30 
 3i 
 
 398600 
 
 814 
 
 985942 
 
 54 
 55 
 
 4126.58 
 
 868 
 
 587342 
 10.. 586821 
 
 30 
 
 29 
 
 9.399088 
 
 813 
 
 9.985909 
 
 9.413179 
 
 867 
 
 32 
 
 399575 
 
 812 
 
 985876 
 
 55 
 
 41.3699 
 
 866 
 
 586301 
 
 28 
 
 33 
 
 400062 
 
 811 
 
 985843 
 
 55 
 
 414219 
 
 865 
 
 58578 I 
 
 27 
 
 34 
 
 400549 
 
 810 
 
 985811 
 
 55 
 
 414738 
 
 864 
 
 585202 
 
 26 
 
 35 
 
 401035 
 
 809 
 
 985778 
 
 55 
 
 41.5257 
 
 864 
 
 584743 
 
 25 
 
 3G 
 
 401520 
 
 808 
 
 985745 
 
 55 
 
 415775 
 
 863 
 
 584225 
 
 24 
 
 37 
 
 402005 
 
 807 
 
 985712 
 
 55 
 
 416293 
 
 862 
 
 583707 
 
 23 
 
 38 
 
 402489 
 
 806 
 
 985679 
 
 55 
 
 416810 
 
 861 
 
 683190 
 
 22 
 
 33 
 
 402972 
 
 805 
 
 985646 
 
 55 
 
 417326 
 
 860 
 
 582674 
 
 21 
 
 40 
 41 
 
 403455 
 
 804 
 
 985613 
 9.985580 
 
 55 
 55 
 
 417842 
 9.418358 
 
 859 
 
 .582158 
 
 20 
 19 
 
 9.403938 
 
 803 
 
 858 
 
 10.581642 
 
 42 
 
 404420 
 
 802 
 
 985547 
 
 55 
 
 418873 
 
 857 
 
 581127 
 
 18 
 
 43 
 
 404901 
 
 801 
 
 985514 
 
 55 
 
 419387 
 
 S5G 
 
 580613 
 
 17 
 
 44 
 
 ' 405382 
 
 800 
 
 985480 
 
 55 
 
 419901 
 
 855 
 
 580099 
 
 16 
 
 45 
 
 405862 
 
 799 
 
 985447 
 
 55 
 
 420415 
 
 855 
 
 579.585 
 
 15 
 
 48 
 
 406341 
 
 798 
 
 985414 
 
 56 
 
 420927 
 
 854 
 
 579073 
 
 14 
 
 47 
 
 406820 
 
 797 
 
 985380 
 
 56 
 
 421440 
 
 853 
 
 578560 
 
 13 
 
 48 
 
 407299 
 
 796 
 
 985347 
 
 56 
 
 421952 
 
 852 
 
 678048 
 
 12 
 
 49 
 
 407777 
 
 795 
 
 985314 
 
 56 
 
 422463 
 
 851 
 
 577537 
 
 11 
 
 50 
 51 
 
 408254 
 
 794 
 
 985280 
 9.985247 
 
 56 
 56 
 
 422974 
 
 850 
 
 577026 
 10.576516 
 
 10 
 9 
 
 9.408731 
 
 794 
 
 9.423484 
 
 849 
 
 52 
 
 409207 
 
 793 
 
 985213 
 
 56 
 
 423993 
 
 848 
 
 576007 
 
 8 
 
 53 
 
 409682 
 
 792 
 
 985180 
 
 56 
 
 424503 
 
 848 
 
 575497 
 
 7 
 
 54 
 
 410157 
 
 7!)1 
 
 985146 
 
 56 
 
 42.5011 
 
 847 
 
 574989 
 
 6 
 
 55 
 
 410632 
 
 790 
 
 985113 
 
 56 
 
 425519 
 
 846 
 
 674481 
 
 5 
 
 5fi 
 
 411106 
 
 789 
 
 985079 
 
 56 
 
 426027 
 
 845 
 
 573973 
 
 4 
 
 57 
 
 411579 
 
 788 
 
 985045 
 
 56 
 
 4265.34 
 
 844 
 
 573466 
 
 3 
 
 58 
 
 412055i 
 
 787 
 
 985011 
 
 56 
 
 427041 
 
 843 
 
 572959 
 
 2 
 
 59 
 
 412524 
 
 786 
 
 984978 
 
 58 
 
 427547 
 
 843 
 
 572453 
 
 1 
 
 fiO 
 
 412996 
 
 785 
 
 994944 
 
 58 
 
 428052 
 
 842 
 
 .57194^ 
 
 
 
 1 
 
 Oiisiiie 
 
 
 riinn | 
 
 1 C.tu,. 1 
 
 
 1 Tang 1 M. | 
 
 75 Degrees. 
 

 SINES AND TANGENTS. (15 Degrees.) 
 
 33 
 
 M. 
 
 1 Sine 
 
 1 0. 
 
 1 Cosine 1 D. 
 
 1 Tan!.'. 
 
 1 1>. 
 
 ! Cotaiii:. j 
 
 "U 
 
 9.412996 
 
 785 
 
 9.984944 
 
 ' .57 
 
 9.428052 
 
 842 
 
 10.571948 60 
 
 1 
 
 413467 
 
 784 
 
 984910 
 
 57 
 
 428557 
 
 841 
 
 571443 b^ 
 
 2 
 
 413938 
 
 783 
 
 984876 
 
 57 
 
 429062 
 
 840 
 
 570938 !'^ 
 
 3 
 
 414408 
 
 783 
 
 984842 
 
 57 
 
 429666 
 
 839 
 
 570434 ■ 57 
 
 4 
 
 414878 
 
 782 
 
 984808 
 
 57 
 
 430070 
 
 838 
 
 569930 : 56 
 
 5 
 
 415347 
 
 781 
 
 984774 
 
 57 
 
 430573 
 
 838 
 
 569427 
 
 55 
 
 6 
 
 415815 
 
 780 
 
 984740 
 
 57 
 
 431075 
 
 837 
 
 568925 
 
 54 
 
 7 
 
 416283 
 
 779 
 
 9S4706 
 
 57 
 
 431577 
 
 836 
 
 568423 
 
 53 
 
 8 
 
 416751 
 
 778 
 
 984672! 57 
 
 432079 
 
 835 
 
 667921 
 
 62 
 
 9 
 
 417217 
 
 777 
 
 984637 57 
 
 432580 
 
 834 
 
 567420 
 
 51 
 
 10 
 
 417684 
 
 770 
 
 9846031 57 
 
 4330S0 
 
 833 
 
 566920 
 
 50 
 
 11 
 
 9.418150 
 
 775 
 
 9.984569! 67 
 
 '9.433580 
 
 832 
 
 10.566420 
 
 49 
 
 12 
 
 418615 
 
 774 
 
 984535 
 
 57 
 
 434080 
 
 832 
 
 565920 
 
 48 
 
 13 
 
 419079 
 
 773 
 
 984500 
 
 57 
 
 434579 
 
 831 
 
 66.5421 
 
 47 
 
 14 
 
 419544 
 
 773 
 
 984466 
 
 57 
 
 435078 
 
 830 
 
 564922 
 
 46 
 
 15 
 
 420007 
 
 772 
 
 984432 
 
 58 
 
 435676 
 
 829 
 
 564424 
 
 45 
 
 16 
 
 420470 
 
 771 
 
 984397 
 
 58 
 
 436073 
 
 828 
 
 563927 
 
 44 
 
 17 
 
 420933 
 
 770 
 
 984363 
 
 58 
 
 436670 
 
 828 
 
 563430 
 
 43 
 
 18 
 
 421395 
 
 769 
 
 984328 
 
 58 
 
 437067 
 
 827 
 
 662933 
 
 42 
 
 19 
 
 421857 
 
 768 
 
 984294 
 
 58 
 
 437563 
 
 826 
 
 562437 
 
 41 
 
 20 
 
 422318 
 
 767 
 
 984259 
 
 58 
 
 438059 
 
 '82.'> 
 
 561941 
 
 40 
 
 21 
 
 9 422778 
 
 767 
 
 9.984224 
 
 58 
 
 9.438554 
 
 824 
 
 I0r561446 
 
 .39 
 
 22 
 
 423238 
 
 766 
 
 984190 
 
 58 
 
 439048 
 
 823 
 
 560952 
 
 38 
 
 23 
 
 423697 
 
 765 
 
 984155 
 
 58 
 
 439543 
 
 823 
 
 560457 
 
 37 
 
 24 
 
 424156 
 
 764 
 
 984120 
 
 58 
 
 440036 
 
 822 
 
 569964 
 
 36 
 
 25 
 
 424615 
 
 763 
 
 984085 
 
 58 
 
 440529 
 
 821 
 
 5.59471 
 
 35 
 
 26 
 
 425073 
 
 762 
 
 984050 
 
 68 
 
 441C22 
 
 820 
 
 658978 
 
 34 
 
 27 
 
 425530 
 
 761 
 
 984015 
 
 58 
 
 441514 
 
 819 
 
 558486 
 
 33 
 
 28 
 
 425987 
 
 760 
 
 983981 58 
 
 442006 
 
 819 
 
 557994 
 
 32 
 
 29 
 
 426443 
 
 760 
 
 983946 58 
 
 442497 
 
 818 
 
 657503 
 
 31 
 
 30 
 31 
 
 426899 
 
 759 
 
 083911 .58 
 9.983875158 
 
 442988 
 
 817 
 
 5.57012 
 
 30 
 
 29 
 
 9.427354 
 
 758 
 
 9.'W3479 
 
 816 
 
 10.556521 
 
 32 
 
 427809 
 
 757 
 
 983840 59 
 
 443968 
 
 816 
 
 556032 
 
 28 
 
 33 
 
 428263 
 
 756 
 
 983805 59 
 983770 59 
 
 444458 
 
 815 
 
 555542 
 
 27 
 
 34 
 
 428717 
 
 755 
 
 444947 
 
 814 
 
 565053 
 
 26 
 
 35 
 
 429170 
 
 754 
 
 9»3735 59 
 
 445435 
 
 813 
 
 654565 
 
 25 
 
 36 
 
 429623 
 
 753 
 
 9837001 59 
 
 445923 
 
 812 
 
 654077 
 
 24 
 
 37 
 
 430075 
 
 752 
 
 983664 
 
 59 
 
 446411 
 
 812 
 
 553n89 
 
 23 
 
 38 
 
 430527 
 
 752 
 
 983629 
 
 59 
 
 446898 
 
 811 
 
 553102 
 
 22 
 
 39 
 
 430978 
 
 751 
 
 983594 
 
 59 
 
 447384 
 
 810 
 
 552616 
 
 21 
 
 40 
 
 4f 
 
 431429 
 
 750 
 
 983558 
 
 59 
 59 
 
 447870 
 
 809 
 
 552130 
 
 20 
 19 
 
 9.431879 
 
 749 
 
 9.983523 
 
 9.448.356 
 
 809 
 
 10.. 55 1644 
 
 42 
 
 432329 
 
 749 
 
 98.3487 
 
 59 
 
 448841 
 
 808 
 
 6511.59 
 
 18 
 
 43 
 
 432778 
 
 748 
 
 983452 
 
 59 
 
 449326 
 
 807 
 
 660674 
 
 17 
 
 44 
 
 433226 
 
 747 
 
 9834161 59 I 
 
 449810 
 
 806 
 
 550190 
 
 16 
 
 45 
 
 433675 
 
 746 
 
 983381 
 
 59 
 
 450294 
 
 806 
 
 .549706 
 
 16 
 
 46 
 
 434122 
 
 745 
 
 983345 
 
 59 
 
 460777 
 
 805 
 
 649223 
 
 14 
 
 47 
 
 434569 
 
 744 
 
 983309 
 
 59 
 
 451260 
 
 804 
 
 .548740 
 
 13 
 
 48 
 
 435016 
 
 744 
 
 9832731 60 
 
 451743 
 
 803 
 
 548257 
 
 •12 
 
 49 
 
 435462 
 
 743 
 
 983238 60 
 
 462225 
 
 802 
 
 547775 
 
 11 
 
 50 
 51 
 
 435908 
 9.436353 
 
 742 
 
 983202 
 9.983166 
 
 60 
 60 
 
 452706 
 
 802 
 
 647294 
 10.546813 
 
 10 
 9 
 
 741 
 
 9.4.53187 
 
 801 
 
 52 
 
 436798 
 
 740 
 
 983130 
 
 60 
 
 453668 
 
 SOO 
 
 546332 
 
 8 
 
 53 
 
 437242 
 
 740 
 
 983094 
 
 60 
 
 464148 
 
 799 
 
 645852 
 
 7 
 
 54 
 
 437686 
 
 739 
 
 983058 
 
 60 
 
 454628 
 
 799 
 
 545372 
 
 6 
 
 55 
 
 438129 
 
 738 
 
 983022 
 
 60 
 
 455107 
 
 798 
 
 641893 
 
 6 
 
 56 
 
 438572 
 
 737 
 
 982986 60 
 
 455586 
 
 797 
 
 614414 
 
 4 
 
 57 
 
 439014 
 
 736 
 
 982950 60 
 
 466064 
 
 • 796 
 
 543936 
 
 3 
 
 58 
 
 439456 
 
 736 
 
 982914 60 
 
 456542 
 
 796 
 
 543458 
 
 2 
 
 59 
 
 439897 
 
 735 
 
 9828781 60 
 
 4.57019 
 
 795 
 
 542981 
 
 
 60 
 
 440338 
 
 734 
 
 9828421 60 
 
 457496 
 
 794 
 
 542504 
 
 
 
 
 
 Cosine | 
 
 1 
 
 Sine 1 1 
 
 Colling. 1 
 
 
 Taxa. 1 M. j 
 
 74 Degrees. 
 
34 
 
 (16 Degrees.) a 
 
 TAHLE OF LOGARITHMIC 
 
 
 M. 
 
 Sine 
 
 D. 
 
 VoifUic 
 
 I). 
 
 Tang. 
 
 D. 
 
 Cot:ir</ j 1 
 
 ^ 
 
 9.440338 
 
 734 
 
 9. 98:..' 842 
 
 60 
 
 9.457496 
 
 794 
 
 "107542504 
 
 lo 
 
 1 
 
 440778 
 
 733 
 
 982805 
 
 60 
 
 457973 
 
 793 
 
 542027 
 
 59 
 
 2 
 
 441218 
 
 732 
 
 982769 
 
 61 
 
 458449 
 
 793 
 
 541551 
 
 58 
 
 3 
 
 441658 
 
 731 
 
 982733 
 
 61 
 
 458925 
 
 792 
 
 541075 
 
 57 
 
 4 
 
 442090 
 
 731 
 
 982696 
 
 61 
 
 459400 
 
 791 
 
 540600 
 
 56 
 
 5 
 
 442535 
 
 730 
 
 982660 
 
 61 
 
 459875 
 
 790 
 
 540125 
 
 55 
 
 6 
 
 442973 
 
 729 
 
 982624 
 
 61 
 
 460349 
 
 790 
 
 639651 
 
 54 
 
 7 
 
 443410 
 
 728 
 
 982587 
 
 61 
 
 460323 
 
 789 
 
 539177 
 
 53 
 
 8 
 
 443847 
 
 727 
 
 982551 
 
 61 
 
 461297 
 
 788 
 
 538703 
 
 52 
 
 9 
 
 444284 
 
 727 
 
 982514 
 
 61 
 
 461770 
 
 788 
 
 533230 
 
 51 
 
 10 
 11 
 
 444720 
 
 726 
 
 982477 
 
 61 
 61 
 
 462242 
 
 787 
 
 537758 
 
 50 
 49 
 
 9.445155 
 
 725 
 
 9.982441 
 
 9.462714 
 
 786 
 
 10.537286 
 
 12 
 
 445590 
 
 724 
 
 982404 
 
 61 
 
 463186 
 
 785 
 
 530814 
 
 48 
 
 I'd 
 
 446025 
 
 723 
 
 9823G7 61 
 
 463658 
 
 785 
 
 536342 
 
 47 
 
 14 
 
 446459 
 
 723 
 
 982301 
 
 61 
 
 464129 
 
 784 
 
 .535871 
 
 46 
 
 15 
 
 446893 
 
 722 
 
 982294 
 
 61 
 
 464599 
 
 783 
 
 5J5401 
 
 45 
 
 16 
 
 447326 
 
 721 
 
 982257 
 
 61 
 
 46506: 
 
 783 
 
 rm^jn 
 
 44 
 
 17 
 
 447759 
 
 720 
 
 982220 
 
 62 
 
 465539 
 
 782 
 
 534461 
 
 43 
 
 18 
 
 448191 
 
 720 
 
 982183 
 
 62 
 
 466008 
 
 -781 
 
 533992 
 
 42 
 
 19 
 
 448623 
 
 719 
 
 982146 
 
 62 
 
 466476 
 
 780 
 
 533524 
 
 41 
 
 20 
 
 21 
 
 449054 
 9.449485 
 
 718 
 717 
 
 982109 
 9.982072 
 
 62 
 62 
 
 466945 
 
 780 
 
 533055 
 10.532587 
 
 40 
 39 
 
 9.467413 
 
 779 
 
 22 
 
 449915 
 
 716 
 
 982035 
 
 62 
 
 467880 
 
 778 
 
 532120 
 
 38 
 
 23 
 
 450345 
 
 716 
 
 981998 
 
 62 
 
 468347 
 
 778 
 
 53?653 
 
 37 
 
 24 
 
 450775 
 
 715 
 
 981961 
 
 62 
 
 468814 
 
 777 
 
 531186 
 
 36 
 
 25 
 
 451204 
 
 714 
 
 981924 
 
 62 
 
 469280 
 
 776 
 
 530720 
 
 35 
 
 26 
 
 451632 
 
 713 
 
 981886 
 
 62 
 
 469746 
 
 775 
 
 530254 
 
 34 
 
 27 
 
 452060 
 
 713 
 
 981849 
 
 62 
 
 470211 
 
 775 
 
 529789 
 
 33 
 
 28 
 
 452488 
 
 712 
 
 981812 
 
 62 
 
 470676 
 
 774 
 
 529324 
 
 32 
 
 29 
 
 452915 
 
 711 
 
 981774 
 
 62 
 
 471141 
 
 773 
 
 528859 
 
 31 
 
 30 
 
 453342 
 
 710 
 
 981737 
 
 62 
 
 471605 
 
 773 
 
 5283iJ5 
 
 30 
 
 31 
 
 9.453768 
 
 710 
 
 9.981699 
 
 63 
 
 9.472008 
 
 772 
 
 10.527932 
 
 ¥j 
 
 32 
 
 454194 
 
 709 
 
 981662 
 
 63 
 
 472532 
 
 771 
 
 527468 
 
 28 
 
 33 
 
 454619 
 
 708 
 
 981625 
 
 63 
 
 472995 
 
 771 
 
 527005 
 
 27 
 
 34 
 
 455044 
 
 707 
 
 981587 
 
 63 
 
 473457 
 
 770 
 
 526543 
 
 26 
 
 35 
 
 455469 
 
 707 
 
 981549 
 
 63 
 
 473919 
 
 769 
 
 .526081 
 
 25 
 
 36 
 
 455893 
 
 706 
 
 981512 
 
 63 
 
 474381 
 
 769 
 
 52.5619 
 
 24 
 
 37 
 
 456316 
 
 705 
 
 981474 
 
 63 
 
 474842 
 
 768 
 
 5251.58 
 
 23 
 
 38 
 
 456739 
 
 704 
 
 981436 
 
 63 
 
 475303 
 
 767 
 
 524697 
 
 22 
 
 39 
 
 457162 
 
 704 
 
 981399 
 
 63 
 
 475763 
 
 767 
 
 524237 
 
 21 
 
 40 
 
 457584 
 
 703 
 
 981361 
 
 63 
 
 476223 
 
 766 
 
 523777 
 
 20 
 
 41 
 
 9.458006 
 
 702 
 
 9.981323 
 
 63 
 
 9.476683 
 
 765 
 
 10.523317 
 
 19 
 
 42 
 
 458427 
 
 701 
 
 981285 
 
 63 
 
 477142 
 
 765 
 
 522858 
 
 18 
 
 43 
 
 458848 
 
 70.1 
 
 981247 
 
 63 
 
 477601 
 
 764 
 
 522399 
 
 17 
 
 44 
 
 459268 
 
 700 
 
 981209 
 
 63 
 
 478059 
 
 763 
 
 521941 
 
 16 
 
 45 
 
 459688 
 
 699 
 
 981171 
 
 63 
 
 478517 
 
 763 
 
 521483 
 
 15 
 
 46 
 
 460108 
 
 698 
 
 981133 
 
 64 
 
 478975 
 
 762 
 
 .521025 
 
 14 
 
 47 
 
 460527 
 
 698 
 
 981095 
 
 64 
 
 479432 
 
 761 
 
 52056S 
 
 13 
 
 48 
 
 460946 
 
 697 
 
 981057 
 
 64 
 
 479889 
 
 761 
 
 520111 
 
 12 
 
 49 
 
 461364 
 
 696 
 
 981019 
 
 64 
 
 480345 
 
 760 
 
 519655 
 
 11 
 
 50 
 51 
 
 461782 
 
 695 
 
 980Q81 
 9.980942 
 
 64 
 64 
 
 480801 
 
 759 
 
 519199 
 10.518743 
 
 10 
 9 
 
 9.462199 
 
 695 
 
 9.481257 
 
 759 
 
 52 
 
 462616 
 
 694 
 
 980904 
 
 64 
 
 481712 
 
 758 
 
 518288 
 
 8 
 
 53 
 
 463032 
 
 693 
 
 980866 
 
 64 
 
 482167 
 
 757 
 
 ^ 517833 
 
 7 
 
 54 
 
 463448 
 
 693 
 
 980^27 
 
 64 
 
 482621 
 
 757 
 
 617379 
 
 6 
 
 55 
 
 46386^. 
 
 692 
 
 980789 
 
 64 
 
 483075 
 
 756 
 
 516925 
 
 5 
 
 56 
 
 464279 
 
 691 
 
 980750! 64 
 
 483529 
 
 755 
 
 616471 
 
 4 
 
 57 
 
 464694 
 
 690 
 
 • 9807 12 
 
 64 
 
 483982 
 
 755 
 
 616018 
 
 3 
 
 58 
 
 465108 
 
 69a 
 
 980673 
 
 64 
 
 484435 
 
 754 
 
 615565 
 
 2 
 
 59 
 
 465522 
 
 68» 
 
 980635 
 
 64 
 
 484887 
 
 7i=a 
 
 615113 
 
 1 
 
 60 
 
 465935 
 
 688 
 
 98059b i 64 
 
 485339 
 
 753 
 
 5T4f>fi1 
 
 
 
 ^ 
 
 Coi-iiie 
 
 
 1 Sine 1 
 
 Coluiig. 
 
 
 1 Tang. |M.| 
 
 73- l)<igitesk 
 

 SINES AND TANGENTS. 
 
 (l7 Degrees 
 
 
 
 35 
 
 M^ 
 
 Si IK! 1 
 
 n ! 
 
 Cosine | !). 
 
 Ttuig. 
 
 U. 
 
 Ootan^. . 1 1 
 
 
 
 9.46G935 
 
 688 
 
 9.980596 
 
 64 
 
 9.485339 
 
 755 
 
 10.514661 i 60 1 
 
 1 
 
 466348 
 
 688 
 
 980558 
 
 64 
 
 485791 
 
 752 
 
 614209 
 
 C9 
 
 2 
 
 466761 
 
 087 
 
 980519 
 
 65 
 
 486242 
 
 751 
 
 5137i38 
 
 58 
 
 3 
 
 467173 
 
 686 
 
 980480 
 
 65 
 
 486693 
 
 751 
 
 613307 
 
 57 
 
 4 
 
 467585 
 
 685 
 
 980442 
 
 65 
 
 487143 
 
 750 
 
 5128.57 
 
 56 
 
 5 
 
 467996 
 
 685 
 
 980403 
 
 65 
 
 487593 
 
 749 
 
 612407 
 
 55 
 
 6 
 
 468407 
 
 684 
 
 980364 
 
 65 
 
 488043 
 
 749 
 
 611957 
 
 54 
 
 7 
 
 468817 
 
 683 
 
 980325 
 
 65 
 
 488492 
 
 748 
 
 511.508 
 
 53 
 
 8 
 
 469227 
 
 683 
 
 980286 
 
 65 
 
 488941 
 
 747 
 
 6110.59 
 
 52 
 
 9 
 
 469637 
 
 682 
 
 980247 
 
 65 
 
 489390 
 
 747 
 
 510610 
 
 51 
 
 10 
 
 470046 
 
 681 
 
 980208 
 
 65 
 
 489838 
 
 746 
 
 610162 
 
 50 
 
 11 
 
 9.470455 
 
 6^0 
 
 9.980169 
 
 65 
 
 9.490286 
 
 746 
 
 10 .009714 
 
 49 
 
 12 
 
 470863 
 
 680 
 
 980130 
 
 65 
 
 490733 
 
 745 
 
 509267 
 
 48 
 
 13 
 
 471271 
 
 679 
 
 980091 
 
 65 
 
 491180 
 
 744 
 
 608820 
 
 47 
 
 14 
 
 471^9 
 
 678 
 
 980052 
 
 65 
 
 491627 
 
 744 
 
 608373 
 
 46 
 
 15 
 
 472086 
 
 678 
 
 980012 
 
 65 
 
 492073 
 
 743 
 
 607927 
 
 45 
 
 16 
 
 472492 
 
 677 
 
 979973 
 
 65 
 
 492519 
 
 743 
 
 507481 
 
 44 
 
 17 
 
 47289S 
 
 676 
 
 979934 
 
 66 
 
 492965 
 
 742 
 
 6070.35 
 
 43 
 
 18 
 
 473304 
 
 676 
 
 979895 
 
 66 
 
 49.3410 
 
 741 
 
 606590 
 
 42 
 
 19 
 
 473710 
 
 675 
 
 979855 
 
 66 
 
 493854 
 
 740 
 
 606148 
 
 41 
 
 20 
 
 474115 
 
 674 
 
 979816 
 
 66 
 
 494299 
 
 740 
 
 505701 
 
 40 
 
 21 
 
 9.474519 
 
 674 
 
 9.979776 
 
 66 
 
 9.494743 
 
 740 
 
 10.50.5257 
 
 39 
 
 22 
 
 474923 
 
 673 
 
 979737 
 
 66 
 
 496186 
 
 739 
 
 604814 
 
 88 
 
 23 
 
 475327 
 
 672 
 
 979697 
 
 66 
 
 495630 
 
 738 
 
 504370,371 
 
 24 
 
 475730 
 
 672 
 
 979668 
 
 66 
 
 496073 
 
 737 
 
 503927 
 
 36 
 
 25 
 
 476133 
 
 671 
 
 979618 
 
 66 
 
 496615 
 
 737 
 
 503485 
 
 35 
 
 26 
 
 476536 
 
 670 
 
 979.'i79 
 
 66 
 
 496957 
 
 736 
 
 503043 
 
 34 
 
 :i7 
 
 476938 
 
 669 
 
 979539 
 
 66 
 
 497399 
 
 736 
 
 602601 
 
 33 
 
 28 
 
 477340 
 
 669 
 
 979499 
 
 66 
 
 497841 
 
 735 
 
 • 502159 
 
 32 
 
 29 
 
 177741 
 
 668 
 
 979459 
 
 66 
 
 498282 
 
 734 
 
 501718 
 
 31 
 
 30 
 
 478142 
 
 667 
 
 979420 
 
 66 
 
 498722 
 
 734 
 
 601278 
 
 30 
 
 31 
 
 9.478542 
 
 667 
 
 9.979380 
 
 66 
 
 9.499163 
 
 733 
 
 10.500837 
 
 29 
 
 32 
 
 478942 
 
 666 
 
 979340 
 
 66 
 
 499603 
 
 733 
 
 600397 
 
 28 
 
 33 
 
 479342 
 
 665 
 
 979300 
 
 67 
 
 500042 
 
 732 
 
 499958 
 
 27 
 
 34 
 
 479741 
 
 665 
 
 979260 
 
 67 
 
 500481 
 
 731 
 
 499519 
 
 26 
 
 35 
 
 480140 
 
 664 
 
 979220 
 
 67 
 
 500920 
 
 731 
 
 499080 
 
 25 
 
 36 
 
 480539 
 
 6 53 
 
 979180 
 
 67 
 
 601359 
 
 730 
 
 498641 
 
 24 
 
 37 
 
 480937 
 
 663 
 
 979140 
 
 67 
 
 601797 
 
 730 
 
 498203 
 
 23 
 
 38 
 
 481334 
 
 662 
 
 979100 
 
 67 
 
 602235 
 
 729 
 
 497765 ! 22 | 
 
 39 
 
 481731 
 
 661 
 
 979059 
 
 67 
 
 602672 
 
 728 
 
 497328 j 21 ! 
 
 40 
 
 482128 
 
 66i 
 
 979019 
 
 67 
 
 603109 
 
 728 
 
 496891 i20| 
 
 41 
 
 9.482525 
 
 600 
 
 9.978979 
 
 67 
 
 9.603546 
 
 727 
 
 10.496454 
 
 10 
 
 42 
 
 482921 
 
 659 
 
 978939 
 
 67 
 
 503982 
 
 727 
 
 496018 
 
 18 
 
 43 
 
 483316 
 
 659 
 
 978898 
 
 67 
 
 604418 
 
 726 
 
 495582 
 
 17 
 
 44 
 
 483712 
 
 658 
 
 978858 
 
 67 
 
 504854 
 
 725 
 
 495146 
 
 16 
 
 45 
 
 484107 
 
 657 
 
 978817 
 
 67 
 
 506289 
 
 725 
 
 494711 
 
 15 
 
 46 
 
 484501 
 
 657 
 
 978777 
 
 67 
 
 605724 
 
 724 
 
 494276 
 
 14 
 
 47 
 
 484895 
 
 656 
 
 978736 
 
 67 
 
 .6061.59 
 
 724 
 
 493841 
 
 13 
 
 48 
 
 485289 
 
 656 
 
 978696 
 
 68 
 
 506593 
 
 723 
 
 493407 
 
 12 
 
 49 
 
 485682 
 
 655 
 
 978655 
 
 68 
 
 507027 
 
 722 
 
 492973 
 
 .11 
 
 50 
 
 486075 
 
 654 
 
 978615 
 
 68 
 
 607460 
 
 722 
 
 492.540 
 
 10 
 
 51 
 
 9.486467 
 
 653 
 
 9.978.574 
 
 68 
 
 9.507893 
 
 721 
 
 10.492107 
 
 9 
 
 52 
 
 486860 
 
 653 
 
 978.533 
 
 68 
 
 508326 
 
 721 
 
 491674 
 
 8 
 
 53 
 
 487251 
 
 652 
 
 978493 
 
 68 
 
 508759 
 
 720 
 
 491241 
 
 7 
 
 54 
 
 487643 
 
 651 
 
 978452 
 
 68 
 
 509191 
 
 719 
 
 490809 
 
 6 
 
 55 
 
 488034 
 
 651 
 
 978411 
 
 68 
 
 509622 
 
 719 
 
 490378 
 
 5 
 
 56 
 
 488424 
 
 050 
 
 978370 
 
 68 
 
 5100.54 
 
 718 
 
 489940 
 
 4 
 
 57 
 
 488814 
 
 650 
 
 978329 
 
 68 
 
 510485 
 
 "18 
 
 489515 3 
 
 58 
 
 489204 
 
 649 
 
 978288 
 
 68 
 
 610916 
 
 717 
 
 489084 2 
 
 59 
 
 489593 
 
 648 
 
 978247 
 
 68 
 
 511346 
 
 710 
 
 48R6,54 1 
 
 60 
 
 489982 
 
 648 
 
 978206 
 
 68 
 
 611776 
 
 716 
 
 488224' 
 
 ~ 
 
 Ciit-iiie 
 
 
 Sine j 
 
 Coiani'. 
 
 
 1 ■! ann j M. 
 
 18 
 
 71 Uegiees. 
 
36 
 
 ri 8 Degrees.) a 
 
 TAWiB OF LOGARITHMIC 
 
 
 "m" 
 
 1 Sine 
 
 1 I>. 
 
 1 Cosine | 1). 
 
 1 'I'aiig. 
 
 1 D 
 
 1 Cutaiiu. 
 
 
 
 9.489982 
 
 648 
 
 9.978206168 
 
 9.511776 
 512206 
 
 1 716 
 
 10.488224 1 60 
 
 1 
 
 490371 
 
 648 
 
 978165 
 
 68 
 
 716 
 
 487794 
 
 59 
 
 2 
 
 490759 
 
 647 
 
 978124 
 
 68 
 
 512635 
 
 715 
 
 487365 
 
 58 
 
 3 
 
 491147 
 
 646 
 
 978083 
 
 69 
 
 513064 
 
 714 
 
 486936 
 
 57 
 
 4 
 
 491535 
 
 646 
 
 978042 
 
 69 
 
 513493 
 
 714 
 
 486507 
 
 56 
 
 5 
 
 491922 
 
 645 
 
 978001 
 
 69 
 
 613921 
 
 713 
 
 486079 
 
 55 
 
 6 
 
 492308 
 
 644 
 
 977959 
 
 69 
 
 614349 
 
 713 
 
 485651 
 
 54 
 
 7 
 
 492695 
 
 644 
 
 977918 
 
 69 
 
 614777 
 
 712 
 
 485223 
 
 53 
 
 8 
 
 493081 
 
 643 
 
 977877 
 
 69 
 
 615204 
 
 712 
 
 484796 
 
 52 
 
 9 
 
 493466 
 
 642 
 
 977835 
 
 69 
 
 615631 
 
 711 
 
 484369 
 
 51 
 
 10 
 11 
 
 493851 
 
 642 
 
 977794 
 9.977752 
 
 69 
 69 
 
 516057 
 9.616484 
 
 710 
 
 483943 
 10.483516 
 
 50 
 49 
 
 9.494236 
 
 641 
 
 710 
 
 12 
 
 494621 
 
 641 
 
 9V7711 
 
 69 
 
 516910 
 
 709 
 
 483090 
 
 48 
 
 13 
 
 495005 
 
 640 
 
 977669 
 
 69 
 
 517335 
 
 709 
 
 482665 
 
 47 
 
 14 
 
 495388 
 
 639 
 
 977628 
 
 69 
 
 517761 
 
 708 
 
 482239 
 
 46 
 
 15 
 
 495772 
 
 639 
 
 977586 
 
 69 
 
 618185 
 
 708 
 
 481815 
 
 45 
 
 16 
 
 496154 
 
 638 
 
 977544 
 
 70 
 
 618610 
 
 707 
 
 481390 
 
 44 
 
 17 
 
 496537 
 
 637 
 
 977503 
 
 70 
 
 519034 
 
 706 
 
 480966 
 
 43 
 
 18 
 
 496919 
 
 637 
 
 977461 
 
 70 
 
 519458 
 
 706 
 
 480542 
 
 42 
 
 19 
 
 497301 
 
 636 
 
 977419 
 
 70 
 
 519882 
 
 705 
 
 480118 
 
 41 
 
 20 
 21 
 
 497682 
 
 636 
 
 977377 
 
 70 
 70 
 
 620305 
 
 705 
 
 479695 
 10.479272 
 
 40 
 39 
 
 9.498064 
 
 635 
 
 9.977.335 
 
 9.520728 
 
 704 
 
 22 
 
 498444 
 
 634 
 
 977293 
 
 70 
 
 621151 
 
 703 
 
 478849 
 
 38 
 
 23 
 
 498825 
 
 634 
 
 977251 
 
 70 
 
 621573 
 
 703 
 
 478427 
 
 37 
 
 24 
 
 499204 
 
 633 
 
 977209 
 
 70 
 
 621995 
 
 703 
 
 478005 
 
 36 
 
 25 
 
 499584 
 
 632 
 
 977167 
 
 70 
 
 622417 
 
 702 
 
 477583 
 
 35 
 
 26 
 
 499963 
 
 632 
 
 977125 
 
 70 
 
 522838 
 
 702 
 
 477162 
 
 34 
 
 27 
 
 500342 
 
 631 
 
 977083 
 
 70 
 
 523259 
 
 701 
 
 476741 
 
 33 
 
 28 
 
 600721 
 
 631 
 
 977041 
 
 70 
 
 523680 
 
 701 
 
 476320 
 
 32 
 
 29 
 
 501099 
 
 630 
 
 976999 
 
 70 
 
 524100 
 
 700 
 
 475900 
 
 31 
 
 30 
 31 
 
 501476 
 
 629 
 
 976957 
 
 70 
 70 
 
 524520 
 
 699 
 
 475480 
 
 30 
 29 
 
 9.501854 
 
 629 
 
 9.976914 
 
 9.524939 
 
 699 
 
 10.475061 
 
 32 
 
 502231 
 
 628 
 
 976872 
 
 71 
 
 525359 
 
 698 
 
 474641 
 
 28 
 
 33 
 
 502607 
 
 628 
 
 9768.30 
 
 71 
 
 525778 
 
 698 
 
 474222 
 
 27 
 
 34 
 
 502984 
 
 627 
 
 976787 
 
 71 
 
 526197 
 
 697 
 
 473803 
 
 26 
 
 35 
 
 503360 
 
 026 
 
 976745 
 
 71 
 
 526615 
 
 697 
 
 473385 
 
 25 
 
 36 
 
 503735 
 
 626 
 
 976702 
 
 71 
 
 527033 
 
 696 
 
 472967 
 
 24 
 
 37 
 
 504110 
 
 625 
 
 976660 
 
 71 
 
 527451 
 
 696 
 
 472549 
 
 23 
 
 38 
 
 504485 
 
 625 
 
 976617 
 
 71 
 
 527868 
 
 695 
 
 472132 
 
 22 
 
 39 
 
 504860 
 
 624 
 
 976574 
 
 71 
 
 628285 
 
 695 
 
 471715 
 
 21 
 
 40 
 
 41 
 
 505234 
 
 623 
 
 976532 
 9.976489 
 
 71 
 71 
 
 628702 
 
 694 
 
 4712118 
 0.470881 
 
 20 
 19 
 
 9.505608 
 
 623 
 
 9.529119 
 
 693 
 
 42 
 
 505981 
 
 622 
 
 976446 
 
 71 
 
 529535 
 
 693 
 
 470465 
 
 18 
 
 43 
 
 606354 
 
 622 
 
 976404 
 
 71 
 
 629950 
 
 693 
 
 470050 
 
 17 
 
 44 
 
 506727 
 
 621 
 
 976361 
 
 71 
 
 630366 
 
 692 
 
 469634 
 
 16 
 
 45 
 
 507099 
 
 620 
 
 976318 
 
 71 
 
 530781 
 
 691 
 
 469219 
 
 15 
 
 46 
 
 507471 
 
 620 
 
 976275 
 
 71 
 
 531196 
 
 691 
 
 468804 
 
 14 
 
 47 
 
 507843 
 
 619 
 
 976232 
 
 72 
 
 631611 
 
 690 
 
 468389 
 
 13 
 
 48 
 
 508214 
 
 619 
 
 976189 
 
 72 
 
 532025 
 
 690 
 
 467975 
 
 12 
 
 49 
 
 508585 
 
 618 
 
 976146 
 
 72 
 
 532439 
 
 689 
 
 467561 
 
 11 
 
 50 
 51 
 
 508956 
 
 618 
 
 976103 
 9.976060 
 
 72 
 72 
 
 532853 
 
 689 
 
 467147 
 
 10 
 9 
 
 9.509326 
 
 617 
 
 9.533266 
 
 688 
 
 10.466734 
 
 52 
 
 509696 
 
 6]6 
 
 976017 
 
 72 
 
 533679 
 
 688 
 
 466321 
 
 8 
 
 53 
 
 510065 
 
 616 
 
 975974 
 
 72 
 
 534092 
 
 687 
 
 465908 
 
 7 
 
 54 
 
 510434 
 
 615 
 
 975930 
 
 72 
 
 534504 
 
 687 
 
 , 465496 
 
 8 
 
 55 
 
 510803 
 
 615 
 
 975887 
 
 72 
 
 634916 
 
 686 
 
 465084 
 
 5 
 
 56 
 
 511172 
 
 614 
 
 975844 
 
 72 
 
 535328 
 
 686 
 
 464672 
 
 4 
 
 57 
 
 511540 
 
 613 
 
 975800 
 
 72 
 
 535739 
 
 685 
 
 464361 
 
 3 
 
 C'8 
 
 611907 
 
 613 
 
 975757 
 
 72 
 
 536150 
 
 685 
 
 463850 
 
 2 
 
 59 
 
 612275 
 
 612 
 
 97.5714 
 
 72 
 
 536561 
 
 684 
 
 403439 
 
 1 
 
 60 
 
 512642 
 
 G12 
 
 975670 
 
 72 
 
 536972 
 
 684 
 
 463028 
 
 
 
 J. 
 
 Cosine 
 
 1 
 
 Sine 1 
 
 (J(Kan<r. 
 
 
 'J'aiifr. 1 M. 1 
 
 71 De;!j;ree8. 
 

 SINES AND TANGENTS. (19 Degrees.) 
 
 S7 
 
 M. 
 
 Sine 
 
 D. 
 
 Cosine 1 D. 
 
 'I'itng. 
 
 n. 
 
 Coiatif. ! 
 
 "IT 
 
 9.512642 
 
 612 
 
 9.975670 
 
 73 
 
 9.536972 
 
 684 
 
 10.463028 60 
 
 1 
 
 513009 
 
 611 
 
 975627 
 
 73 
 
 537382 
 
 683 
 
 462618 .59 
 
 2 
 
 513375 
 
 611 
 
 975583 
 
 73 
 
 537792 
 
 683 
 
 462208 
 
 68 
 
 3 
 
 513741 
 
 610 
 
 975539 
 
 73 
 
 538202 
 
 682 
 
 461798 
 
 67 
 
 4 
 
 514107 
 
 609 
 
 975496 
 
 73 
 
 538611 
 
 682 
 
 461389 
 
 56 
 
 5 
 
 514472 
 
 609 
 
 976452 
 
 73 
 
 639020 
 
 681 
 
 460980 
 
 55 
 
 6 
 
 514837 
 
 608 
 
 9/5408 
 
 73 
 
 639429 
 
 681 
 
 460671 
 
 54 
 
 7 
 
 515202 
 
 608 
 
 975366 
 
 73 
 
 639837 
 
 680 
 
 460163 
 
 53 
 
 8 
 
 515566 
 
 607 
 
 976321 
 
 73 
 
 .540246 
 
 680 
 
 459756 
 
 62 
 
 9 
 
 615930 
 
 607 
 
 976277 
 
 73 
 
 640653 
 
 679 
 
 469347 
 
 51 
 
 }0 
 'll 
 
 516294 
 
 606 
 605 
 
 975233 
 
 73 
 73 
 
 .541061 
 
 679 
 
 4.58939 
 10.4.586.32 
 
 60 
 49 
 
 9.516657 
 
 9.975189 
 
 9.641468 
 
 678 
 
 12 
 
 517020 
 
 605 
 
 975145 
 
 73 
 
 641875 
 
 678 
 
 458125 
 
 48 
 
 13 
 
 517382 
 
 604 
 
 975101 
 
 73 
 
 .542281 
 
 677 
 
 457719 
 
 47 
 
 14 
 
 517745 
 
 604 
 
 975057 
 
 73 
 
 542688 
 
 677 
 
 457312 
 
 46 
 
 15 
 
 518107 
 
 603 
 
 97.5013 
 
 73 
 
 643094 
 
 676 
 
 456906 
 
 45 
 
 16 
 
 518468 
 
 603 
 
 974969 
 
 74 
 
 643499 
 
 676 
 
 456601 
 
 44 
 
 17 
 
 518829 
 
 602 
 
 974925 
 
 74 
 
 543905 
 
 675 
 
 456095 
 
 43 
 
 18 
 
 519190 
 
 601 
 
 974880 
 
 74 
 
 544310 
 
 675 
 
 455690 
 
 42 
 
 19 
 
 519551 
 
 601 
 
 974836 
 
 74 
 
 544715 
 
 674 
 
 ■ 456285 
 
 41 
 
 20 
 21 
 
 519911 
 
 600 
 
 974792 
 
 74 
 
 74 
 
 546119 
 
 674 
 673 
 
 4,54881 
 10.4.544V6 
 
 40 
 39 
 
 9.520271 
 
 600 
 
 9.974748 
 
 9.. 546524 
 
 22 
 
 520631 
 
 599 
 
 974703 
 
 74 
 
 545928 
 
 673 
 
 454072 
 
 38 
 
 23 
 
 520990 
 
 599 
 
 974659 
 
 74 
 
 546331 
 
 672 
 
 463669 
 
 37 
 
 24 
 
 521349 
 
 598. 
 
 974614 
 
 74 
 
 546736 
 
 672 
 
 453265 
 
 36 
 
 25 
 
 .521707 
 
 598 
 
 974570 
 
 74 
 
 647138 
 
 671 
 
 452862 
 
 35 
 
 26 
 
 522066 
 
 597 
 
 974525 
 
 74 
 
 647540 
 
 671 
 
 452460 
 
 34 
 
 27 
 
 522424 
 
 596 
 
 974481 
 
 74 
 
 647943 
 
 670 
 
 452067 
 
 33 
 
 28 
 
 522781 
 
 596 
 
 974436 
 
 74 
 
 648346 
 
 670 
 
 461655 
 
 32 
 
 29 
 
 .523138 
 
 595 
 
 974391 
 
 74 
 
 548747 
 
 669 
 
 451253 
 
 31 
 
 30 
 
 523495 
 
 595 
 
 974347 
 
 75 
 
 649149 
 
 669 
 
 4.50861 
 
 30 
 
 31 
 
 9.. 523852 
 
 594 
 
 9.974302 
 
 75 
 
 9.549550 
 
 668 
 
 10.450450 
 
 29 
 
 32 
 
 524208 
 
 594 
 
 974267 
 
 76 
 
 649951 
 
 668 
 
 460049 
 
 28 
 
 33 
 
 524564 
 
 593 
 
 974212 
 
 76 
 
 550352 
 
 667 
 
 449648 
 
 27 
 
 34 
 
 524920 
 
 593 
 
 974167 
 
 76 
 
 5507.52 
 
 667 
 
 449248 
 
 26 
 
 35 
 
 525275 
 
 592 
 
 974122 
 
 75 
 
 651152 
 
 666 
 
 448848 
 
 25 
 
 36 
 
 525630 
 
 591 
 
 974077 
 
 75 
 
 651552 
 
 666 
 
 448448 
 
 24 
 
 37 
 
 525984 
 
 591 
 
 974032 
 
 75 
 
 551952 
 
 666 
 
 448048 
 
 23 
 
 38 
 
 526339 
 
 590 
 
 973987 
 
 75 
 
 562351 
 
 665 
 
 447649 
 
 22 
 
 39 
 
 526693 
 
 590 
 
 973942 
 
 75 
 
 652750 
 
 666 
 
 447250 
 
 21 
 
 40 
 41 
 
 527046 
 
 589 
 
 973897 
 9.973852 
 
 75 
 75 
 
 553149 
 9.5.53548 
 
 664 
 664 
 
 446851 
 
 20 
 19 
 
 9.527400 
 
 589 
 
 10.446452 
 
 42 
 
 527753 
 
 588 
 
 973807 
 
 75 
 
 563946 
 
 663 
 
 446054 
 
 18 
 
 43 
 
 .528105 
 
 588 
 
 973761 
 
 76 
 
 554344 
 
 663 
 
 445656 
 
 17 
 
 44 
 
 528458 
 
 587 
 
 973716 
 
 76 
 
 554741 
 
 662 
 
 445259 
 
 16 
 
 45 
 
 .528810 
 
 587 
 
 973671 
 
 76 
 
 655139 
 
 662 
 
 444861 
 
 16 
 
 46 
 
 529161 
 
 586 
 
 973625 
 
 76 
 
 556536 
 
 661 
 
 444464 
 
 14 
 
 47 
 
 629513 
 
 586 
 
 973580 
 
 76 
 
 555933 
 
 661 
 
 444067 
 
 13 
 
 48 
 
 529864 
 
 585 
 
 973535 
 
 76 
 
 556329 
 
 660 
 
 443671 
 
 12 
 
 49 
 
 .^^302 15 
 
 585 
 
 973489 
 
 76 
 
 556725 
 
 660 
 
 443275 
 
 11 
 
 50 
 51 
 
 b30565 
 1/530915 
 
 584 
 
 973444 
 
 76 
 76 
 
 557121 
 
 659 
 
 442879 
 10.442483 
 
 10 
 9 
 
 584 
 
 9.973398 
 
 9.667517 
 
 659 
 
 62 
 
 531265 
 
 583 
 
 973352 
 
 76 
 
 557913 
 
 659 
 
 442087 
 
 8 
 
 53 
 
 531614 
 
 582 
 
 973307 
 
 76 
 
 658308 
 
 658 
 
 441692 
 
 7 
 
 54 
 
 531963 
 
 682 
 
 973261 
 
 76 
 
 568702 
 
 658 
 
 441298 
 
 6 
 
 55 
 
 532312 
 
 581 
 
 973215 
 
 76 
 
 559097 
 
 657 
 
 440903 
 
 5 
 
 56 
 
 532661 
 
 581 
 
 973169 
 
 76 
 
 569491 
 
 667 
 
 440509 
 
 4 
 
 57 
 
 633009 
 
 580 
 
 973124 
 
 76 
 
 659885 
 
 656 
 
 440115 
 
 3 
 
 58 
 
 533357 
 
 680 
 
 973078 
 
 76 
 
 560279 
 
 656 
 
 439721 
 
 3 
 
 59 
 
 533704 
 
 679 
 
 973032 77 
 
 500673 
 
 655 
 
 439327 
 
 1 
 
 il 
 
 534052 
 
 578 
 
 972986 77 
 
 561066 
 
 655 
 
 438934 
 
 
 
 ^ 
 
 Cosine 
 
 1 
 
 Sine 1 
 
 Cotang. 
 
 1 
 
 Tang. 1 M. | 
 
 70 Degrees 
 
38 
 
 \^20 Degrees.} a 
 
 TABLE OF LOGARITHMIC 
 
 
 
 1 Sine 
 
 1 D. 
 
 1 <;osine | U 
 
 TaiiR. 
 
 } » 
 
 1 C.iju.a. 1 1 
 
 ~0 
 
 9.534052 
 
 1 578 
 
 9.9729S6 
 
 l77 
 
 "9.561066 
 
 655 
 
 10.43.Si^34 
 
 60 
 
 1 
 
 534399 
 
 577 
 
 972940 
 
 77 
 
 561459 
 
 6.64 
 
 438541 
 
 59 
 
 2 
 
 534745 
 
 577 
 
 972894 
 
 77 
 
 561851 
 
 654 
 
 438149 
 
 68 
 
 3 
 
 535092 
 
 577 
 
 972848 
 
 77 
 
 562244 
 
 663 
 
 437756 
 
 o7 
 
 4 
 
 535438 
 
 676 
 
 972802 
 
 77 
 
 562636 
 
 663 
 
 437364 
 
 56 
 
 s 
 
 535783 
 
 676 
 
 972766 
 
 77 
 
 663028 
 
 653 
 
 436972 
 
 55 
 
 6 
 
 536129 
 
 576 
 
 972709 
 
 77 
 
 66.3419 
 
 652 
 
 436681 
 
 54 
 
 7 
 
 536474 
 
 574 
 
 972663 
 
 77 
 
 563811 
 
 652 
 
 436189 
 
 53 
 
 8 
 
 536818 
 
 574 
 
 972617 
 
 77 
 
 564202 
 
 661 
 
 435798 
 
 52 
 
 9 
 
 537163 
 
 673 
 
 972570 
 
 77 
 
 564592 
 
 661 
 
 436408 
 
 51 
 
 10 
 
 537507 
 
 573 
 
 972624 
 
 77 
 
 564983 
 
 660 
 
 435017 
 
 50 
 
 11 
 
 9.537851 
 
 572 
 
 9:972478 
 
 77 
 
 9.. 5653713 
 
 650 
 
 10.434627 
 
 49 
 
 12 
 
 538194 
 
 672 
 
 972431 
 
 78 
 
 565763 
 
 649 
 
 434237 
 
 48 
 
 13 
 
 538538 
 
 671 
 
 972386 
 
 78 
 
 666153 
 
 649 
 
 433847 
 
 47 
 
 14 
 
 538880 
 
 671 
 
 972338 
 
 78 
 
 566542 
 
 649 
 
 433468 
 
 46 
 
 15 
 
 539223 
 
 670 
 
 972291 
 
 78 
 
 566932 
 
 648 
 
 433068 
 
 45 
 
 16 
 
 539565 
 
 670 
 
 972246 
 
 78 
 
 567320 
 
 648 
 
 432680 
 
 44 
 
 17 
 
 539907 
 
 669 
 
 972198 
 
 78 
 
 667709 
 
 647 
 
 432291 
 
 43 
 
 18 
 
 540249 
 
 569 
 
 972161 
 
 78 
 
 668098 
 
 647 
 
 431902 
 
 42 
 
 19 
 
 540590 
 
 568 
 
 972105 
 
 79 
 
 668486 
 
 646 
 
 431514 
 
 41 
 
 20 
 
 21 
 
 540931 
 9.541272 
 
 568 
 
 972068 
 9.972011 
 
 78 
 78 
 
 568873 
 9.669261 
 
 646 
 
 431127 
 10.430739 
 
 40 
 39 
 
 567 
 
 645 
 
 22 
 
 541613 
 
 567 
 
 971964 
 
 78 
 
 669648 
 
 645 
 
 430352 
 
 38 
 
 23 
 
 541953 
 
 666 
 
 971917 
 
 78 
 
 570035 
 
 645 
 
 429965 
 
 37 
 
 24 
 
 542293 
 
 566 
 
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 78 
 
 570422 
 
 644 
 
 429578 
 
 36 
 
 25 
 
 542632 
 
 505 
 
 971823 
 
 78 
 
 570809 
 
 644 
 
 429191 
 
 35 
 
 26 
 
 542971 
 
 565 
 
 971776 
 
 78 
 
 571195 
 
 643 
 
 428805 
 
 34 
 
 27 
 
 543310 
 
 564 
 
 971729 
 
 79 
 
 571681 
 
 643 
 
 428419 
 
 33 
 
 28 
 
 .543649 
 
 564 
 
 971682 
 
 79 
 
 671967 
 
 642 
 
 428033 
 
 32 
 
 29 
 
 543987 
 
 563 
 
 971635 
 
 79 
 
 572352 
 
 642 
 
 427648 
 
 31 
 
 30 
 
 541325 
 
 .663 
 
 971588 
 
 79 
 
 572738 
 
 642 
 
 427262 
 
 30 
 
 31 
 
 9.544663 
 
 662 
 
 9.971540 
 
 79 
 
 9.573123 
 
 641 
 
 10.426877 
 
 29 
 
 32 
 
 545000 
 
 562 
 
 971493 
 
 79 
 
 673507 
 
 641 
 
 426493 
 
 28 
 
 33 
 
 545338 
 
 561 
 
 971446 
 
 79 
 
 573892 
 
 640 
 
 426108 
 
 27 
 
 34 
 
 545674 
 
 561 
 
 971398 
 
 79 
 
 574276 
 
 640 
 
 425724 
 
 26 
 
 35 
 
 646011 
 
 560 
 
 971351 
 
 79 
 
 674660 
 
 639 
 
 425340 
 
 25 
 
 36 
 
 ,546347 
 
 560 
 
 971303 
 
 79 
 
 675044 
 
 639 
 
 424950 
 
 24 
 
 37 
 
 546683 
 
 559 
 
 971256 
 
 79 
 
 675427 
 
 639 
 
 42457^3 
 
 23 
 
 38 
 
 547019 
 
 669 
 
 971208 
 
 79 
 
 575810 
 
 638 
 
 424190 
 
 22 
 
 39 
 
 547354 
 
 558 
 
 971101 
 
 79 
 
 576193 
 
 638 
 
 423807 
 
 21 
 
 40 
 
 41 
 
 547689 
 
 658 
 
 971113 
 9.971066 
 
 79 
 
 80 
 
 576576 
 
 637 
 
 423424 
 
 20 
 19 
 
 9.648024 
 
 557 
 
 9.576958 
 
 637 
 
 10.423041 
 
 42 
 
 648359 
 
 557 
 
 971018 
 
 80 
 
 577341 
 
 G36 
 
 422659 
 
 18 
 
 43 
 
 548693 
 
 656 
 
 970970 
 
 80 
 
 677723 
 
 636 
 
 422277 
 
 17 
 
 44 
 
 549027 
 
 660 
 
 970922 
 
 80 
 
 678104 
 
 636 
 
 421896 
 
 16 
 
 45 
 
 649360 
 
 555 
 
 970874 
 
 80 
 
 678486 
 
 635 
 
 421614 
 
 15 
 
 46 
 
 549693 
 
 655 
 
 970827 
 
 80 
 
 678867 
 
 635 
 
 421133 
 
 14 
 
 47 
 
 550026 
 
 654 
 
 970779 
 
 80 
 
 679248 
 
 634 
 
 420752 
 
 13 
 
 48 
 
 560359 
 
 554 
 
 970731 
 
 80 
 
 679629 
 
 634 
 
 420371 
 
 12 
 
 49 
 
 660692 
 
 553 
 
 970683 
 
 80 
 
 580009 
 
 634 
 
 419991 
 
 11 
 
 50 
 
 551024 
 
 663 
 
 970635 
 
 80 
 
 580389 
 
 633 
 
 419611 
 
 10 
 
 51 
 
 9.551356 
 
 552 
 
 9.970586 
 
 80 
 
 9.580769 
 
 633 
 
 10.419231 
 
 9 
 
 52 
 
 661687 
 
 552 
 
 970538 
 
 80 
 
 581149 
 
 632 
 
 418851 
 
 8 
 
 53 
 
 652018 
 
 5.62 
 
 970490 
 
 80 
 
 681528 
 
 632 
 
 418472 
 
 7 
 
 54 
 
 652349 
 
 551 
 
 970442 
 
 80 
 
 581907 
 
 632 
 
 , 418093 
 
 6 
 
 55 
 
 662680 
 
 561 
 
 970394 
 
 80 
 
 582286 
 
 631 
 
 417714 
 
 5 
 
 56 
 
 663010 
 
 650 
 
 970346 
 
 81 
 
 682666 
 
 631 
 
 417335 
 
 4 
 
 57 
 
 653341 
 
 550 
 
 970297 
 
 81 
 
 683043 
 
 630 
 
 4169.57 
 
 3 
 
 58 
 
 553670 
 
 649 
 
 970249 
 
 81 
 
 583422 
 
 630 
 
 416578 
 
 2 
 
 59 
 
 554000 
 
 549 
 
 970209 
 
 81 
 
 683800 
 
 629 
 
 416200 
 
 1 
 
 60 
 
 554329 
 
 548 
 
 970152 
 
 81 
 
 684177 
 
 629 
 
 41.5823 
 
 
 
 
 Ouhiuii 
 
 
 1 «'''^ 1 1 
 
 Coiang. 
 
 
 Tang. 1 M. | 
 
 Degrtes. 
 

 SINES AND TANGENTS 
 
 . (21 Degrees 
 
 •; 
 
 39 
 
 JJ: 
 
 Sine 1 
 
 ». ! 
 
 Cosine 1 I). 1 
 
 'J'ni.e. 1 I). 1 
 
 CotaiiL' 1 
 
 
 
 
 y.5543x;y 
 
 548 1 
 
 9.970152 81 
 
 9.584177 
 
 629 
 
 10.415823 1 
 
 60 
 
 
 654658 
 
 648 
 
 970103 81 
 
 684555 
 
 629 
 
 415445 
 
 59 
 
 2 
 
 554987 
 
 547 
 
 970055 81 
 
 584932 
 
 628 
 
 41.5068 
 
 58 
 
 3 
 
 555315 
 
 547 
 
 970006 81 
 
 585309 
 
 628 
 
 414691 
 
 57 
 
 4 
 
 655643 
 
 546 
 
 969957 
 
 81 
 
 685686 
 
 627 
 
 414314 
 
 56 
 
 5 
 
 555971 
 
 646 
 
 969909 
 
 81 
 
 586062 
 
 627 
 
 413938 
 
 55 
 
 8 
 
 556299 
 
 646 
 
 969860 
 
 81 
 
 686439 
 
 627 
 
 41.3.561 
 
 64 
 
 7 
 
 556626 
 
 645 
 
 969811 
 
 81 
 
 686815 
 
 626 
 
 413U.5 
 
 63 
 
 8 
 
 556953 
 
 544 
 
 969762 
 
 81 
 
 587190 
 
 636 
 
 412810 
 
 52 
 
 9 
 
 557280 
 
 544 
 
 969714 
 
 81 
 
 687566 
 
 625 
 
 412434 
 
 51 
 
 10 
 
 557600 
 9.557932 
 
 643 
 
 969665 
 
 81 
 82 
 
 687941 
 
 625 
 625 
 
 412059 
 10.411684 
 
 50 
 49 
 
 n 
 
 .543 
 
 9.969616 
 
 9.588316 
 
 12 
 
 558258 
 
 543 
 
 969567 
 
 82 
 
 588691 
 
 624 
 
 411309 
 
 48 
 
 13 
 
 558583 
 
 . 542 
 
 969518 
 
 82 
 
 689066 
 
 624 
 
 410934 
 
 47 
 
 14 
 
 558909 
 
 642 
 
 969469 
 
 82 
 
 589440 
 
 623 
 
 410560 
 
 46 
 
 15 
 
 559234 
 
 641 
 
 969420 
 
 82 
 
 689814 
 
 623 
 
 410186 
 
 45 
 
 16 
 
 559558 
 
 541 
 
 969370 
 
 82 
 
 690188 
 
 623 
 
 409812 
 
 44 
 
 17 
 
 559883 
 
 640 
 
 969321 
 
 82 
 
 690662 
 
 622 
 
 409438 
 
 43 
 
 18 
 
 560207 
 
 540 
 
 969272 
 
 82 
 
 690935 
 
 622 
 
 409065 
 
 42 
 
 19 
 
 560531 
 
 539 
 
 969223 
 
 82 
 
 .'\;91308 
 
 622 
 
 408692 
 
 41 
 
 20 
 21 
 
 560855 
 9.561178 
 
 539 
 638 
 
 969173 
 
 82 
 82 
 
 .591681 
 9.592054 
 
 621 
 
 408319 
 10.407946 
 
 40 
 39 
 
 9.969124 
 
 621 
 
 22 
 
 561501 
 
 538 
 
 969075 
 
 82 
 
 592426 
 
 620 
 
 407574 
 
 38 
 
 23 
 
 561824 
 
 537 
 
 969025 
 
 82 
 
 592798 
 
 620 
 
 407202 
 
 37 
 
 24 
 
 562146 
 
 637 
 
 968976 
 
 82 
 
 593170 
 
 619 
 
 406829 
 
 36 
 
 25 
 
 562468 
 
 636 
 
 968926 
 
 83 
 
 593542 
 
 619 
 
 406458 
 
 35 
 
 26 
 
 562790 
 
 636 
 
 968877 
 
 83 
 
 693914 
 
 618 
 
 406086 
 
 34 
 
 27 
 
 563112 
 
 636 
 
 968827 
 
 83 
 
 594285 
 
 618 
 
 405715 
 
 33 
 
 28 
 
 563433 
 
 635 
 
 968777 
 
 83 
 
 694666 
 
 618 
 
 405344 
 
 32 
 
 29 
 
 663755 
 
 635 
 
 968728 
 
 83 
 
 695027 
 
 617 
 
 404973 
 
 31 
 
 30 
 
 564075 
 
 534 
 
 968678 
 
 83 
 
 695398 
 
 617 
 
 404602 
 
 30 
 
 31 
 
 9.564396 
 
 534 
 
 9.968628 
 
 83 
 
 9.. 595768 
 
 617 
 
 10.404232 
 
 29 
 
 32 
 
 564716 
 
 633 
 
 968578 
 
 83 
 
 696138 
 
 616 
 
 403862 
 
 28 
 
 33 
 
 665036 
 
 533 
 
 968.528 83 
 
 696508 
 
 616 
 
 403492 
 
 27 
 
 34 
 
 565356 
 
 532 
 
 968479 83 
 
 696878 
 
 616 
 
 403122 
 
 26 
 
 \ia 
 
 566076 
 
 532 
 
 968429 83 
 
 697247 
 
 615 
 
 402753 
 
 25 
 
 36 
 
 565995 
 
 631 
 
 968379 
 
 83 
 
 697616 
 
 615 
 
 402384 
 
 24 
 
 37 
 
 566314 
 
 .531 
 
 968^29 
 
 83 
 
 697985 
 
 615 
 
 402015 
 
 23 
 
 38 
 
 666632 
 
 631 
 
 968278 
 
 83 
 
 698354 
 
 614 
 
 401646 
 
 22 
 
 39 
 
 666951 
 
 630 
 
 968228 
 
 84 
 
 698722 
 
 614 
 
 401278 
 
 21 
 
 40 
 
 567269 
 
 530 
 
 968178 
 
 84 
 
 699091 
 
 613 
 
 400909 
 
 20 
 
 41 
 
 9.567.587 
 
 529 
 
 9.968128 
 
 84 
 
 9.599459 
 
 613' 
 
 10.400541 
 
 19 
 
 42 
 
 567904 
 
 529 
 
 968078 
 
 84 
 
 599827 
 
 613 
 
 400173 
 
 18 
 
 43 
 
 568222 
 
 528 
 
 968027 
 
 84 
 
 600194 
 
 612 
 
 399806 
 
 17 
 
 44 
 
 568539 
 
 628 
 
 967977 
 
 84 
 
 600562 
 
 612 
 
 399438 
 
 16 
 
 45 
 46 
 
 568856 
 
 528 
 
 967927 
 
 84 
 
 600929 
 
 611 
 
 399071 
 
 15 
 
 569172 
 
 627 
 
 967876 
 
 84 
 
 601298 
 
 611 
 
 398704 
 
 14 
 
 17 
 
 669488 
 
 627 
 
 967826 
 
 84 
 
 601602 
 
 611 
 
 398338 
 
 13 
 
 4fi 
 
 669804 
 
 526 
 
 967775 
 
 84 
 
 602029 
 
 610 
 
 397971 
 
 12 
 
 4VJ 
 
 570120 
 
 626 
 
 967725 
 
 84 
 
 602393 
 
 610 
 
 397605 
 
 11 
 
 50 
 n! 
 
 1 570435 
 ' 9.670751 
 
 626 
 
 967674 
 9.967624 
 
 84 
 84 
 
 602761 
 
 610 
 609 
 
 397239 
 10.396873 
 
 10 
 9 
 
 625 
 
 9.603127 
 
 52 
 
 57l06e 
 
 524 
 
 96757S 
 
 84 
 
 60349S 
 
 609 
 
 396.507 
 
 8 
 
 53 
 
 571381 
 
 ) 524 
 
 967.525 
 
 . 85 
 
 003868 
 
 609 
 
 396142 
 
 7 
 
 54 
 
 671 69f 
 
 > 523 
 
 967471 
 
 85 
 
 604222 
 
 608 
 
 396777 
 
 6 
 
 55 
 
 67200t 
 
 ) 623 
 
 967421 
 
 85 
 
 604588 
 
 608 
 
 395412 
 
 6 
 
 56 
 
 57232r 
 
 J 623 
 
 967370 85 
 
 60495C 
 
 607 
 
 39.5047 
 
 4 
 
 57 
 
 67263( 
 
 5 622 
 
 967319 85 
 
 605317 
 
 607 
 
 394683 
 
 3 
 
 58 
 
 67295( 
 
 ) 622 
 
 967268 86 
 
 605685 
 
 607 
 
 394318 
 
 2 
 
 59 
 
 67326.' 
 
 J 521 
 
 967217 85 
 
 60604e 
 
 606 
 
 393954 
 
 1 
 
 60 
 
 57357; 
 
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 967166 85 
 
 6064 K 
 
 606 
 
 .393590 
 
 
 
 
 1 Cosine 
 
 1 
 
 1 i<\ue 1 
 
 1 Culaiig. 1 
 
 1 Ta.,g. |.V;.] 
 
 
 18* 
 
 
 i) 
 
 8 Ue 
 
 Fi 
 
 IJititJS. 
 
 
 
 
--m 
 
 40 
 
 (22 Degrees.) a TABr.B of logarithmic 
 
 M. 
 
 1 Siftv 
 
 1 n. 
 
 I Copil.H ! D. 
 
 1 Tamr. 
 
 1 n. 
 
 (nhinc. j 
 
 ~o' 
 
 3. 573575 
 
 521" 
 
 9.967166 
 
 85 
 
 9.606410 
 
 600 
 
 10,393590 1 60 
 
 i 
 
 573888 
 
 620 
 
 967115 
 
 85 
 
 606773 
 
 606 
 
 393227 
 
 59 
 
 2 
 
 574200 
 
 620 
 
 967064 
 
 85 
 
 607137 
 
 605 
 
 392863 
 
 58 
 
 3 
 
 574512 
 
 519 
 
 967013 
 
 85 
 
 607500 
 
 605 
 
 392500 
 
 57 
 
 4 
 
 574824 
 
 619 
 
 966961 
 
 85 
 
 607863 
 
 604 
 
 392137 
 
 56 
 
 5 
 
 575136 
 
 619 
 
 966910 
 
 85 
 
 608225 
 
 604 
 
 391775 
 
 55 
 
 6 
 
 675447 
 
 518 
 
 966859 
 
 85 
 
 608588 
 
 604 
 
 391412 
 
 54 
 
 7 
 
 575758 
 
 518 
 
 966808 
 
 85 
 
 608950 
 
 603 
 
 391050 
 
 53 
 
 8 
 
 576069 
 
 517 
 
 966756 
 
 86 
 
 609312 
 
 603 
 
 390688 
 
 52 
 
 9 
 
 576370 
 
 617 
 
 966705 
 
 86 
 
 609674 
 
 603 
 
 390326 
 
 51 
 
 10 
 
 576689 
 
 616 
 
 966653 
 
 86 
 
 610036 
 
 602 
 
 389964 
 
 50 
 
 11 
 
 9.576999 
 
 516 
 
 9.966602 
 
 86 
 
 9.610397 
 
 602 
 
 10.389603 
 
 49 
 
 12 
 
 577309 
 
 516 
 
 966550 
 
 86 
 
 610759 
 
 602 
 
 38924 1 
 
 48 
 
 13 
 
 577618 
 
 515 
 
 966499 
 
 86 
 
 611120 
 
 601 
 
 388880 
 
 47 
 
 14 
 
 577927 
 
 515 
 
 966447 
 
 86 
 
 611480 
 
 601 
 
 388520 
 
 46 
 
 15 
 
 578236 
 
 514 
 
 966395 
 
 86 
 
 611841 
 
 601 
 
 388159 
 
 45 
 
 16 
 
 578545 
 
 514 
 
 966344 
 
 86 
 
 612201 
 
 600 
 
 ,387799 
 
 44 
 
 17 
 
 578853 
 
 613 
 
 966292 
 
 86 
 
 6l25fil 
 
 600 
 
 387439 
 
 43 
 
 18 
 
 579162 
 
 613 
 
 966240 
 
 86 
 
 612921 
 
 600 
 
 387079 
 
 42 
 
 19 
 
 579470 
 
 613 
 
 966188 
 
 86 
 
 613281 
 
 599 
 
 386719 
 
 41 
 
 20 
 
 21 
 
 579777 
 
 612 
 
 966136 
 9 966085 
 
 86 
 87 
 
 613641 
 
 599 
 
 386359 
 10.380000 
 
 40 
 39 
 
 9.580085 
 
 512 
 
 9.614000 
 
 598 
 
 22 
 
 680392 
 
 511 
 
 966033 
 
 87 
 
 614359 
 
 598 
 
 385641 
 
 38 
 
 23 
 
 6W699 
 
 511 
 
 965981 
 
 87 
 
 6-4718 
 
 598 
 
 385282 
 
 37 
 
 24 
 
 581005 
 
 511 
 
 965928 
 
 87 
 
 615077 
 
 697 
 
 384923 
 
 36 
 
 25 
 
 581312 
 
 610 
 
 965876 
 
 87 
 
 615435 
 
 597 
 
 384565 
 
 35 
 
 26 
 
 581618 
 
 510 
 
 965824 
 
 87 
 
 615793 
 
 .597 
 
 384207 
 
 34 
 
 27 
 
 681924 
 
 509 
 
 965772 
 
 87 
 
 616151 
 
 .596 
 
 383849 
 
 33 
 
 28 
 
 582229 
 
 509 
 
 965720 
 
 87 
 
 616509 
 
 596 
 
 383491 
 
 32 
 
 29 
 
 582535 
 
 509 
 
 965668 
 
 87 
 
 616867 
 
 .596 
 
 383133 
 
 31 
 
 30 
 
 .582840 
 
 508 
 
 965615 
 
 87 
 
 617224 
 
 595 
 
 382776 
 
 30 
 
 31 
 
 9.583145 
 
 508 
 
 9.96.5563 
 
 87 
 
 9 617.582 
 
 .595 
 
 10.38')418 
 
 29 
 
 32 
 
 683449 
 
 507 
 
 96.5511 
 
 87 
 
 617939 
 
 595 
 
 382061 
 
 28 
 
 33 
 
 583754 
 
 507 
 
 965458 
 
 87 
 
 618295 
 
 594 
 
 381705 
 
 27 
 
 34 
 
 684058 
 
 606 
 
 965406 
 
 87 
 
 618652 
 
 594 
 
 381348 
 
 -6 
 
 35 
 
 684361 
 
 .506 
 
 965353 
 
 88 
 
 619008 
 
 594 
 
 380992 
 
 25 
 
 36 
 
 684665 
 
 ^'06' 
 
 965301 
 
 88 
 
 619364 
 
 593 
 
 380636 
 
 24 
 
 37 
 
 684968 
 
 505 
 
 965248 
 
 88 
 
 619721 
 
 593 
 
 380279 
 
 23 
 
 38 
 
 685272 
 
 505 
 
 965195 
 
 88 
 
 620076 
 
 593 
 
 379924 
 
 22 
 
 39 
 
 685574 
 
 504 
 
 965143 
 
 88 
 
 620432 
 
 592 
 
 379568 
 
 21 
 
 40 
 41 
 
 585877 
 
 504 
 
 965090 
 9.96.5037 
 
 88 
 88 
 
 620787 
 
 592 
 
 379213 
 10.378858 
 
 20 
 19 
 
 9.. 586 179 
 
 .503 
 
 9.621142 
 
 592 
 
 42 
 
 686482 
 
 503 
 
 964984 
 
 88 
 
 621497 
 
 691 
 
 378003 
 
 18 
 
 43 
 
 686783 
 
 603 
 
 964931 
 
 88 
 
 621852 
 
 591 
 
 378148 
 
 17 
 
 44 
 
 687085 
 
 502 
 
 964879 
 
 88 
 
 622207 
 
 690 
 
 377793- 
 
 16 
 
 45 
 
 587386 
 
 .502 
 
 964826 
 
 88 
 
 622561 
 
 690 
 
 377439 
 
 15 
 
 46 
 
 " 687688 
 
 501 
 
 964773 
 
 88 
 
 622915 
 
 590 
 
 377085 
 
 14 
 
 47 
 
 587989 
 
 501 
 
 964719 
 
 88 
 
 623269 
 
 .589 
 
 376731 
 
 13 
 
 48 
 
 688289 
 
 501 
 
 964666 
 
 89 
 
 623623 
 
 .589 
 
 376377 
 
 12 
 
 49 
 
 688590 
 
 500 
 
 964613 
 
 89 
 
 6239;76 
 
 589 
 
 376024 
 
 11 
 
 50 
 57 
 
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 500 
 
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 89 
 
 624330 
 
 588 
 
 375670 
 10.. 3753 17 
 
 10 
 9 
 
 499 
 
 9.964507 89 
 
 9.624683 
 
 588 
 
 52 
 
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 499 
 
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 89 
 
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 688 
 
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 8 
 
 53 
 
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 89 
 
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 587 
 
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 7 
 
 54 
 
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 498 
 
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 89 
 
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 587 
 
 374259 
 
 6 
 
 55 
 
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 498 
 
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 89 
 
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 587 
 
 ' 373907 
 
 5 
 
 56 
 
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 497 
 
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 89 
 
 626445 
 
 586 
 
 373555 
 
 4 
 
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 497 
 
 964187 
 
 89 
 
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 373203 
 
 3 
 
 58 
 
 691282 
 
 497 
 
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 89 
 
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 372851 
 
 2 
 
 59 
 
 691580 
 
 496 
 
 964080 
 
 89 
 
 627501 
 
 585 
 
 372499 
 
 1 
 
 60 
 
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 496 
 
 964026 89 
 
 6278.52 
 
 585 
 
 372148 
 
 
 
 
 (Jo.^im; 1 
 
 
 1 Sino 1 
 
 CclJ.i.^. 1 
 
 
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 433 
 
 954029 
 
 102 
 
 686255 
 
 636 
 
 313745 
 
 6 
 
 55 
 
 C40544 
 
 433 
 
 953968 
 
 102 
 
 686577 
 
 C35 
 
 313423 
 
 6 
 
 56 
 
 640804 
 
 433 
 
 9o3906 
 
 102 
 
 686898 
 
 635 
 
 3I3H2 
 
 4 
 
 .'iT 
 
 641064 
 
 432 
 
 953845 
 
 102 
 
 687219 
 
 535 
 
 312781 
 
 3 
 
 58 
 
 641324 
 
 432 
 
 953783 
 
 102 
 
 687540 
 
 635 
 
 312460 
 
 2 
 
 59 
 
 641584 
 
 432 
 
 953722 
 
 103 
 
 687861 
 
 634 
 
 312139 
 
 1 
 
 60 
 
 641842 
 
 431 
 
 9536601 103 
 
 688182 
 
 534 
 
 311818 
 
 -J> 
 
 EJ 
 
 Colatig. 
 
 Taiijr. 
 
 64 l)em«e8. 
 
44 
 
 (2 
 
 G Deprr 
 
 eos.) A 
 
 TABLE OF LOGATlirTTMlC 
 
 
 M. 
 
 Si.u. 
 
 1.. 
 
 C-ine 
 
 1 '>■ 
 
 r. ... 
 
 i) 
 
 1 Coi.ing. ) 1 
 
 ~"o 
 
 !j,H-liy.iv 
 
 431 
 
 9.953660 
 
 io;i 
 
 9.CS8182 
 
 534 
 
 10.311818 
 
 60 
 
 1 
 
 642101 
 
 431 
 
 953599 
 
 103 
 
 688502 
 
 534 
 
 311498 
 
 59 
 
 2 
 
 64-^300 
 
 431 
 
 b53537 
 
 103 
 
 688823 
 
 534 
 
 311177 
 
 58 
 
 3 
 
 642618 
 
 41) 
 
 953475 
 
 103 
 
 689143 
 
 533 
 
 310857 
 
 57 
 
 4 
 
 642877 
 
 430 
 
 9.53413 
 
 103 
 
 6Sii463 
 
 533 
 
 310.537 
 
 56 
 
 5 
 
 643135 
 
 430 
 
 95.3352 
 
 103 
 
 689783 
 
 533 
 
 310217 
 
 55 
 
 6 
 
 643393 
 
 430 
 
 953290 
 
 103 
 
 690103 
 
 533 
 
 309807 
 
 54 
 
 7 
 
 643650 
 
 429 
 
 953228 
 
 103 
 
 690423 
 
 533 
 
 309577 
 
 53 
 
 8 
 
 643908 
 
 429 
 
 953166 
 
 103 
 
 690742 
 
 632 
 
 309258 
 
 52 
 
 9 
 
 644165 
 
 429 
 
 9.53104 
 
 103 
 
 691062 
 
 532 
 
 308938 
 
 51 
 
 10 
 
 644423 
 
 428 
 
 953042 
 
 103 
 
 691.381 
 
 532 
 
 308619 
 
 50 
 
 11 
 
 9.644680 
 
 428 
 
 9.9.52980 
 
 104 
 
 9.H91700 
 
 531 
 
 10.308300 
 
 49 
 
 12 
 
 644936 
 
 428 
 
 952918 
 
 ,104 
 
 692019 
 
 531 
 
 307981 
 
 48 
 
 13 
 
 645193 
 
 427 
 
 952855 
 
 104 
 
 692338 
 
 531 
 
 307662 
 
 47 
 
 14 
 
 645450 
 
 427 
 
 952793 
 
 104 
 
 692656 
 
 531 
 
 307344 
 
 46 
 
 15 
 
 645706 
 
 427 
 
 9.52731 
 
 104 
 
 692975 
 
 531 
 
 307025 
 
 45 
 
 16 
 
 645962 
 
 426 
 
 9.52-669 
 
 104 
 
 693293 
 
 530 
 
 306707 
 
 44 
 
 17 
 
 646218 
 
 426 
 
 9.52606 
 
 104 
 
 693612 
 
 530 
 
 30638« 
 
 43 
 
 18 
 
 646474 
 
 426 
 
 9.52.544 
 
 104 
 
 693930 
 
 530 
 
 306070 
 
 42 
 
 19 
 
 646729 
 
 425 
 
 952481 
 
 104 
 
 694248 
 
 530 
 
 305752 
 
 41 
 
 20 
 21 
 
 646984 
 9.617240 
 
 425 
 
 9.52419 104 
 9.9523.56 104 
 
 694566 
 
 529 
 
 30.5434 
 10.305117 
 
 40 
 
 39 
 
 425 
 
 9.694883 
 
 .529 
 
 22 
 
 647494 
 
 424 
 
 952294 
 
 104 
 
 69.5201 
 
 529 
 
 304799 
 
 38 
 
 23 
 
 647749 
 
 424 
 
 952231 
 
 104 
 
 69.5518 
 
 529 
 
 304482 
 
 37 
 
 24 
 
 648004 
 
 424 
 
 9.52168 
 
 105 
 
 695836 
 
 529 
 
 304164 
 
 36 
 
 9J} 
 
 648258 
 
 424 
 
 9.V2106 
 
 105 
 
 696153 
 
 528 
 
 303847 
 
 35 
 
 26 
 
 648512 
 
 423 
 
 952043 
 
 105 
 
 696470 
 
 528 
 
 303530 
 
 34 
 
 27 
 
 648766 
 
 423 
 
 951980 
 
 105 
 
 696787 
 
 528 
 
 30.3213 
 
 33 
 
 2vS 
 
 649020 
 
 423 
 
 951917 
 
 105 
 
 697103 
 
 528 
 
 302897 
 
 3-^ 
 
 29 
 
 649274 
 
 422 
 
 9518.54 
 
 105 
 
 697420 
 
 527 
 
 302.580 
 
 31 
 
 30 
 31 
 
 649527 
 
 422 
 
 951791 
 
 105 
 10.5 
 
 697736 
 9.6980.53 
 
 .527 
 527 
 
 302264 
 10.301947 
 
 30 
 29 
 
 9.649781 
 
 422 
 
 9.951728 
 
 32 
 
 6.50034 
 
 422 
 
 951065 
 
 105 
 
 698369 
 
 527 
 
 301631 
 
 28 
 
 3.3 
 
 650287 
 
 421 
 
 951602 
 
 105 
 
 698685 
 
 .526 
 
 301315 
 
 27 
 
 34 
 
 650539 
 
 421 
 
 951.539 
 
 105 
 
 699001 
 
 .526 
 
 300999 
 
 26 
 
 35 
 
 650792 
 
 421 
 
 951476 
 
 105 
 
 699316 
 
 526 
 
 300684 
 
 25 
 
 30 
 
 651044 
 
 420 
 
 951412 
 
 105 
 
 699632 
 
 526 
 
 300368 
 
 24 
 
 37 
 
 651297 
 
 420 
 
 951349 
 
 106 
 
 699947 
 
 526 
 
 300053 
 
 23 
 
 38 
 
 651.549 
 
 420 
 
 951286 
 
 J 06 
 
 700263 
 
 525 
 
 299737 
 
 22 
 
 39 
 
 651800 
 
 419 
 
 951222 
 
 106 
 
 700578 
 
 525 
 
 299422 
 
 21 
 
 40 
 41 
 
 652052 
 9.6.52.304 
 
 419 
 419 
 
 9511.59 
 
 106 
 106 
 
 700893 
 
 .525 
 
 299107 
 10.298792 
 
 20 
 19 
 
 9.951096 
 
 9.701208 
 
 524 
 
 42 
 
 652555 
 
 418 
 
 951032 
 
 106 
 
 701.523 
 
 524 
 
 298477 
 
 18 
 
 43 
 
 6.52806 
 
 418 
 
 950968 
 
 106 
 
 701837 
 
 524 
 
 298163 
 
 17 
 
 44 
 
 653057 
 
 418 
 
 950905 
 
 106 
 
 702152 
 
 524 
 
 297848 
 
 16 
 
 45 
 
 653308 
 
 418 
 
 9.50841 
 
 108 
 
 702466 
 
 524 
 
 297534 
 
 15 
 
 46 
 
 ' 653558 
 
 417 
 
 950778 
 
 106 
 
 702780 
 
 523 
 
 297220 
 
 14 
 
 47 
 
 653808 
 
 417 
 
 9.50714 
 
 106 
 
 703095 
 
 523 
 
 296905 
 
 13 
 
 48 
 
 654059 
 
 417 
 
 950650 
 
 106 
 
 703409 
 
 523 
 
 296.591 
 
 12 
 
 49 
 
 654309 
 
 416 
 
 950586 
 
 106 
 
 703723 
 
 523 
 
 296277 
 
 11 
 
 50 
 
 6.54558 
 
 416 
 
 950522 
 
 107 
 
 704036 
 
 522 
 
 295964 
 
 10 
 
 51 
 
 9.6.54808 
 
 416 
 
 9.9504.58 
 
 107 
 
 9.7043.50 
 
 622 
 
 10.29.56.50 
 
 9 
 
 52 
 
 6550.58 
 
 416 
 
 9.50394 
 
 107 
 
 704663 
 
 522 
 
 295337 
 
 8 
 
 53 
 
 65.5.307 
 
 415 
 
 950330 
 
 107 
 
 704977 
 
 522 
 
 29.5023 
 
 7 
 
 54 
 
 655.556 
 
 415 
 
 9.50266 
 
 107 
 
 70.5290 
 
 522 
 
 , 294710 
 
 6 
 
 55 
 
 655805 
 
 415 
 
 950202 
 
 107 
 
 705603 
 
 521 
 
 294397 
 
 5 
 
 56 
 
 6560,54 
 
 414 
 
 9.50138 
 
 107 
 
 705916 
 
 521 
 
 204084 
 
 4 
 
 57 
 
 656302 
 
 414 
 
 950074 
 
 107 
 
 706228 
 
 .521 
 
 293772 
 
 3 
 
 58 
 
 65657)1 
 
 414 
 
 9.50010 
 
 107 
 
 7065 il 
 
 621 
 
 293459 
 
 2 
 
 59 
 
 656799 
 
 413 
 
 949945 
 
 107 
 
 70685 1 
 
 .521 
 
 293 146 
 
 1 
 
 60 
 
 657047 
 
 413 
 
 949881 
 
 107 
 
 707166 
 
 520 
 
 202834 
 
 
 
 
 entitle 
 
 1 
 
 Si.e 1 
 
 (*ii anir. 
 
 
 1 '••"•"■'• 1 ''■ 1 
 
 ()3 Degrees. 
 

 SINES ATiD TA.NGE1VTS. (27 Begi'eei 
 
 '0 
 
 45 
 
 ]\j_ 
 
 sn. 1 
 
 ^> 
 
 Cosine 1 I). 
 
 Tiintr. 
 
 D- 
 
 1 C'dtaiu'.. 1 
 
 ~v 
 
 ? . 657047 
 
 413 
 
 9.949881 
 
 107 
 
 9.707166 
 
 520 
 
 l0.2J-^«:>4|.i., 
 
 1 
 
 657295 
 
 413 
 
 949816 
 
 107 
 
 707478 
 
 520 
 
 292522 !,Q 
 
 2 
 
 657542 
 
 412 
 
 949752 
 
 107 
 
 707790 
 
 520 
 
 292210 f^ 
 
 3 
 
 657790 
 
 412 
 
 949688 
 
 108 
 
 708102 
 
 520 
 
 291898 57 
 
 4 
 
 tM:8037 
 
 412 
 
 949623 
 
 108 
 
 708414 
 
 519 
 
 291.586 .56 
 
 5 
 
 658284 
 
 412 
 
 9495.58 
 
 108 
 
 708726 
 
 519 
 
 291274 
 
 55 
 
 n 
 
 658531 
 
 411 
 
 949494 
 
 108 
 
 709037 
 
 519 
 
 290963 
 
 54 
 
 7 
 
 658778 
 
 411 
 
 949429 
 
 108 
 
 709349 
 
 519 
 
 290651 
 
 53 
 
 8 
 
 659025 
 
 411 
 
 949364 
 
 108 
 
 709660 
 
 519 
 
 290340 
 
 52 
 
 9 
 
 659271 
 
 410 
 
 949300 
 
 108 
 
 709971 
 
 518 
 
 290029 
 
 51 
 
 10 
 
 659517 
 
 410 
 
 949235 
 
 108 
 
 710282 
 
 518 
 
 289718 
 
 50 
 
 11 
 
 9.659763 
 
 410 
 
 9.949170 
 
 108 
 
 9.710593 
 
 518 
 
 10.289407 
 
 49 
 
 12 
 
 660009 
 
 409 
 
 949105 
 
 108 
 
 710904 
 
 518 
 
 289096 
 
 48 
 
 13 
 
 660255 
 
 409 
 
 949040 
 
 108 
 
 711215 
 
 518 
 
 288785 
 
 47 
 
 14 
 
 660501 
 
 409 
 
 948975 
 
 108 
 
 711.525 
 
 517 
 
 288475 
 
 46 
 
 15 
 
 660746 
 
 409 
 
 948910 
 
 108 
 
 711836 
 
 517 
 
 288164 
 
 45 
 
 16 
 
 660991 
 
 408 
 
 948845 
 
 108 
 
 712146 
 
 517 
 
 287854 
 
 44 
 
 17 
 
 661236 
 
 408. 
 
 948780 
 
 109 
 
 712456 
 
 517 
 
 287.5'U 
 
 43 
 
 18 
 
 661481 
 
 408 
 
 948715 
 
 109 
 
 712766 
 
 516 
 
 287234 
 
 42 
 
 19 
 
 661726 
 
 407 
 
 948650 
 
 109 
 
 713076 
 
 516 
 
 286924 
 
 41 
 
 20 
 
 661970 
 
 407 
 
 948584 
 
 109 
 
 713386 
 
 516 
 
 2866 14 
 
 40 
 
 21 
 
 9.662214 
 
 407 
 
 9.948519 
 
 109 
 
 9.713696 
 
 516 
 
 10.286304 
 
 39 
 
 22 
 
 662459 
 
 407 
 
 948454 
 
 109 
 
 714005 
 
 516 
 
 285995 
 
 38 
 
 23 
 
 662703 
 
 406 
 
 948388 
 
 109 
 
 714314 
 
 515 
 
 285686 
 
 37 
 
 24 
 
 662946 
 
 406 
 
 948323 
 
 109 
 
 714624 
 
 6:5 
 
 285376 
 
 36 
 
 25 
 
 663190 
 
 406 
 
 948257 
 
 109 
 
 714933 
 
 5W 
 
 285067 
 
 35 
 
 26 
 
 663433 
 
 405 
 
 948192 
 
 109 
 
 71.5242 
 
 515 
 
 284758 
 
 34 
 
 27 
 
 663677 
 
 405 
 
 948126 
 
 109 
 
 715551 
 
 514 
 
 £84449 
 
 33 
 
 28 
 
 663920 
 
 405 
 
 948060 
 
 109 
 
 715860 
 
 514 
 
 284140 
 
 32 
 
 29 
 
 664163 
 
 405 
 
 947995 
 
 110 
 
 716168 
 
 514 
 
 283832 
 
 31 
 
 30 
 3l' 
 
 664406 
 
 404 
 
 947929 
 
 110 
 110 
 
 716477 
 9.716785 
 
 514 
 
 283523 
 10.28.3215 
 
 30 
 29 
 
 9.664648 
 
 404 
 
 9.947863 
 
 514 
 
 32 
 
 664891 
 
 404 
 
 947797 
 
 110 
 
 717093 
 
 513 
 
 282907 
 
 28 
 
 33 
 
 665133 
 
 403 
 
 947731 
 
 110 
 
 717401 
 
 513 
 
 282599 
 
 27 
 
 34 
 
 665375 
 
 403 
 
 947665 
 
 110 
 
 717709 
 
 613 
 
 2S229 1 
 
 26 
 
 35 
 
 665617 
 
 403 
 
 947600 
 
 110 
 
 718017 
 
 513 
 
 281983 
 
 ?.5 
 
 36 
 
 665859 
 
 402 
 
 947533 
 
 110 
 
 718325 
 
 •518 
 
 28167.J 
 
 24 
 
 37 
 
 666100 
 
 402 
 
 947467 
 
 110 
 
 718633 
 
 512 
 
 281367 
 
 23 
 
 38 
 
 606342 
 
 402 
 
 947401 
 
 110 
 
 718940 
 
 512 
 
 281000 
 
 22 
 
 39 
 
 666583 
 
 402 
 
 947335 
 
 110 
 
 719248 
 
 512 
 
 280752 
 
 21 
 
 40 
 41 
 
 666824 
 
 401 
 
 947269 
 
 110 
 110 
 
 719.555 
 
 512 
 512 
 
 280445 
 
 20 
 19 
 
 9.667065 
 
 401 
 
 9.947203 
 
 9.719862 
 
 10.280138 
 
 42 
 
 667305 
 
 401 
 
 947136 
 
 111 
 
 720169 
 
 511 
 
 279831 
 
 18 
 
 43 
 
 667546 
 
 401 
 
 947070 
 
 111 
 
 720476 
 
 511 
 
 279524 
 
 17 
 
 44 
 
 667786 
 
 400 
 
 947001 
 
 111 
 
 720783 
 
 511 
 
 279217 
 
 16 
 
 45 
 
 668027 
 
 400 
 
 946937 
 
 ni 
 
 721089 
 
 511 
 
 278911 
 
 16 
 
 46 
 
 668267 
 
 400 
 
 946871 
 
 111 
 
 721396 
 
 511 
 
 278604 
 
 14 
 
 47 
 
 668506 
 
 399 
 
 946804 
 
 111 
 
 721702 
 
 510 
 
 278298 
 
 13 
 
 48 
 
 668746 
 
 399 
 
 946738 
 
 111 
 
 722009 
 
 510 
 
 277991 
 
 12 
 
 49 
 
 €68986 
 
 399 
 
 946671 
 
 111 
 
 722315 
 
 510 
 
 277685 
 
 11 
 
 50 
 
 51 
 
 669225 
 9.689464 
 
 399 
 398 
 
 946604 
 9.9465.38 
 
 111 
 111 
 
 722621 
 
 610 
 
 277379 
 10.277073 
 
 10 
 9 
 
 9.722927 
 
 510 
 
 52 
 
 669703 
 
 398 
 
 946471 
 
 111 
 
 723232 
 
 509 
 
 276768 
 
 8 
 
 53 
 
 669942 
 
 398 
 
 946404 
 
 111 
 
 723538 
 
 609 
 
 270462 
 
 7 
 
 54 
 
 670181 
 
 397 
 
 946337 
 
 111 
 
 723844 
 
 609 
 
 2761.56 
 
 6 
 
 55 
 
 670419 
 
 397 
 
 946270 
 
 112 
 
 724149 
 
 509 
 
 27.5851 
 
 5 
 
 56 
 
 670658 
 
 397 
 
 946203 
 
 112 
 
 7244.54 
 
 509 
 
 275546 
 
 4 
 
 57 
 
 670896 
 
 397 
 
 946136 
 
 112 
 
 724759 
 
 508 
 
 275241 3| 
 
 58 
 
 671134 
 
 396 
 
 946069 
 
 112 
 
 725065 
 
 608 
 
 274935 
 
 2 
 
 59 
 
 671372 
 
 396 
 
 946002 
 
 112 
 
 725309 
 
 608 
 
 274631 
 
 1 
 
 = 
 
 671609 
 
 396 
 
 945935 
 
 112 
 
 725674 
 
 508 
 
 274326 
 
 
 
 
 
 C.isiue 
 
 
 Sine 1 
 
 Cotaii?. 
 
 
 1 Tawti. |M. j 
 
 62 Degrees. 
 
46 (28 Defrrces.j a tablr of LonfAKiTiiMTC 
 
 M 
 
 1 Sl:.- 
 
 1 1». 
 
 ' «Ji)i«in(! 
 
 1 I) 
 
 •; I'ai;-. 
 
 1 ". 
 
 1 »•..;,„. 
 
 1 
 
 1) 
 
 , 9.67lfi0< 
 
 ;}96" 
 
 9.915935 m 
 
 r"9.72567l 
 
 H 50^ 
 
 10. 27 13;; j 
 
 |-6(r 
 
 1 
 
 67 1847 
 
 395 
 
 915SW 11-^ 
 
 7259/91 508 
 
 274021 
 
 59 
 
 f! 
 
 6720S'i 
 
 395 
 
 9458001 ir* 
 
 726S8^ 
 
 507 
 
 27371(1 
 
 58 
 
 672321 
 
 395 
 
 945733! Hi 
 
 72658fc 
 
 507 
 
 273412 
 
 57 
 
 672558 
 
 395 
 
 945666 112 
 
 72639-^ 
 
 507 
 
 273108 
 
 56 
 
 5 
 
 ,672795 
 
 394 
 
 945598 112 
 
 72719? 
 
 507 
 
 2728G3 
 
 55 
 
 6 
 
 "a73032 
 
 394 
 
 945531 :i2 
 
 727501 
 
 507 
 
 272499 
 
 54 
 
 7 
 
 673268 
 
 3.94 
 
 945464 113 
 
 -727805 
 
 506 
 
 272195 
 
 53 
 
 8 
 
 673505 
 
 394 
 
 945396 113 
 
 728109 
 
 506 
 
 271891 
 
 52 
 
 9 
 
 673741 
 
 393 
 
 945328 113 
 
 728412 
 
 506 
 
 271588 
 
 51 
 
 10 
 
 673977 
 
 1 393 
 
 9452(31] 113 
 
 728716 
 
 506 
 
 2712841 50 
 
 U 
 
 9.674213 
 
 i 393 
 
 9.945193 
 
 1 113 
 
 9.729020 
 
 50ii 
 
 10.270980 
 
 49 
 
 12 
 
 674448 
 
 392 
 
 945125 
 
 i 113 
 
 729323 
 
 505 
 
 270677 
 
 48 
 
 13 
 
 674684 
 
 392 
 
 945058 
 
 1113 
 
 729626 
 
 505 
 
 270374 
 
 47 
 
 14 
 
 674919 
 
 392 
 
 9449901 113 
 
 729929 
 
 505 
 
 270071 
 
 46 
 
 15 
 
 675155 
 
 392 
 
 944922! 113 
 
 730233 
 
 505 
 
 269767 
 
 45 
 
 16 
 
 675390 
 
 391 
 
 944854 143 
 
 730535 
 
 505 
 
 269465 
 
 44 
 
 17 
 
 675624 
 
 391 
 
 944786! 113 
 
 730838 
 
 504 
 
 269162 
 
 43 
 
 18 
 
 675859 
 
 391 
 
 944718 
 
 113 
 
 731141 
 
 504 
 
 268859 
 
 42 
 
 19 
 
 676094 
 
 391 
 
 944650 
 
 113 
 
 731444 
 
 504 
 
 268556 
 
 41 
 
 20 
 
 676328 
 
 390 
 
 944582 
 
 114 
 
 731746 
 
 504 
 
 268254 
 
 40 
 
 21 
 
 9.676562 
 
 3J0 
 
 9.944514 
 
 .114 
 
 9.732048 
 
 504 
 
 10.'2'67952 
 
 39 
 
 22 
 
 676793 
 
 390 
 
 944446 
 
 114 
 
 732351 
 
 503 
 
 267649 
 
 38 
 
 23 
 
 677030 
 
 390 
 
 9443771 114 
 
 732653 
 
 503 
 
 267317 
 
 37 
 
 24 
 
 677264 
 
 389 
 
 944309 ; 14 
 
 732955 
 
 503 
 
 267045 
 
 36 
 
 25 
 
 677498 
 
 3!>!« 
 
 944241 114 
 
 733257 
 
 503 
 
 206713! 35 
 
 2fi 
 
 677731 
 
 389 
 
 944172 114 
 
 733558 
 
 503 
 
 266412! 34 
 
 27 
 
 677964 
 
 383 
 
 944104 114 
 
 733860 
 
 502 
 
 2661401 33 
 
 2S 
 
 678 197 
 
 388 
 
 944036 114 
 
 734162 
 
 502 
 
 2658381 32 
 
 29 
 
 678430 
 
 388 
 
 943967 114 
 
 734463 
 
 502 
 
 265537 
 
 31 
 
 30 
 
 678668 
 
 388 
 
 943899] 114 
 
 734764 
 
 502 
 
 265236 
 
 30 
 
 31 
 
 9 673395 
 
 387 
 
 9.943330! 114 
 
 9.735066 
 
 602 
 
 10.264931 
 
 29 
 
 32 
 
 679128 
 
 387 
 
 943761 
 
 114 
 
 735367 
 
 502 
 
 264633 
 
 28 
 
 33 
 
 679360 
 
 387 
 
 943693 
 
 115 
 
 735 368 
 
 501 
 
 264332 
 
 27 
 
 34 
 
 6'79r.92 
 
 337 
 
 943624 
 
 1 15 
 
 735969 
 
 501 
 
 264031 
 
 26 
 
 35 
 
 679824 
 
 386 
 
 943555 
 
 115 
 
 736269 
 
 .501 
 
 2637311 251 
 
 36 
 
 680056 
 
 386- 
 
 943486 
 
 115 
 
 736570 
 
 .501 
 
 263430 241 
 
 37 
 
 680288 
 
 336 
 
 943417 
 
 115 
 
 736871 
 
 501 
 
 263129 
 
 23 
 
 38 
 
 630519 
 
 385 
 
 943348 
 
 115 
 
 737171 
 
 500 
 
 262829 
 
 22 
 
 39 
 
 680750 
 
 385 
 
 943279 
 
 115 
 
 737471 
 
 .500 
 
 262529 
 
 21 
 
 40 
 
 680982 
 
 385 
 
 943210 
 
 115 
 
 737771 
 
 500 
 
 262229 20 | 
 
 41' 
 
 9.681213 
 
 385 
 
 9.943141 115 
 
 9.738071 
 
 500 
 
 10.261929 
 
 19 
 
 42 
 
 681443 
 
 384 
 
 943072 115 
 
 738371 
 
 503 
 
 261629 
 
 18 
 
 43 
 
 681674 
 
 384 
 
 943003 115 
 
 738671 
 
 499 
 
 281329 
 
 17 
 
 44 
 
 681905 
 
 384 
 
 942934 115 
 
 7389 71 
 
 499 
 
 261029 
 
 16 
 
 45 
 
 632135 
 
 384 
 
 942864 115 
 
 739271 
 
 499 
 
 260729 
 
 15 
 
 46 
 
 "682365 
 
 383 
 
 942795 116 
 
 739570 
 
 499 
 
 2S0430 
 
 14 
 
 47 
 
 682595 
 
 383 
 
 942726 116 
 
 739870 
 
 499 
 
 260130 
 
 13 
 
 48 
 
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 383 
 
 942656 
 
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 499 
 
 259831 
 
 12 
 
 49 
 
 683055 
 
 383 
 
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 116 
 
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 332 
 
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 9.683514 
 
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 9.942448 
 
 116 
 
 9.741066 
 
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 9 
 
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 683743 
 
 332 
 
 942378 
 
 116 
 
 741365 
 
 498 
 
 258635 
 
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 53 
 
 6S3972 
 
 382 
 
 942308 
 
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 258336 
 
 7 
 
 54 
 
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 331 
 
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 741962 
 
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 684430 
 
 381 
 
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 742559 
 
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 57 
 
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 742858 
 
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 743454 
 
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 SINES AND TANGENTS 
 
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 y.6S5571 
 
 380 
 
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 9.7437.-)2 
 
 496 
 
 10.256218 
 
 60 
 
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 685799 
 
 379 
 
 941749 
 
 117 
 
 744050 
 
 496 
 
 2,55y50 
 
 59 
 
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 686027 
 
 379 
 
 941679 
 
 117 
 
 744348 
 
 496 
 
 255652 
 
 58 
 
 3 
 
 68C254 
 
 379 
 
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 117 
 
 744645 
 
 496 
 
 2.5.5355 
 
 57 
 
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 686482 
 
 379 
 
 941539 
 
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 744943 
 
 496 
 
 256057 
 
 56 
 
 5 
 
 686709 
 
 378 
 
 941469 
 
 117 
 
 745240 
 
 496 
 
 254730 
 
 55 
 
 G 
 
 686936 
 
 378 
 
 941398 
 
 117 
 
 745S38 
 
 495 
 
 2.54432 
 
 54 
 
 7 
 
 687163 
 
 378 
 
 941328 
 
 117 
 
 745835 
 
 495 
 
 2.54 lf)5 
 
 53 
 
 8 
 
 6S7389 
 
 878 
 
 941258 
 
 117 
 
 746132 
 
 495 
 
 2.538 ('.8 
 
 52 
 
 9 
 
 687616 
 
 377 
 
 941187 
 
 117 
 
 746429 
 
 495 
 
 253571 
 
 51 
 
 10 
 
 687843 
 
 377 
 
 941117 
 
 117 
 
 746726 
 
 495 
 
 253274 
 
 50 
 
 11 
 
 9.^88069 
 
 377 
 
 9.941046 
 
 118 
 
 9.747023 
 
 494 
 
 10.2529;7 
 
 49 
 
 12 
 
 688295 
 
 377 
 
 940975 
 
 118 
 
 747319 
 
 494 
 
 252681 
 
 48 
 
 13 
 
 688521 
 
 376 
 
 940905 
 
 118 
 
 747616 
 
 494 
 
 252384 
 
 47 
 
 14 
 
 688747 
 
 376 
 
 940834 
 
 118 
 
 747913 
 
 494 
 
 25208V 
 
 40 
 
 15 
 
 688972 
 
 376 
 
 940763 
 
 118 
 
 748209 
 
 494 
 
 251791 
 
 45 
 
 16 
 
 689198 
 
 376 
 
 940693 
 
 118 
 
 748S05 
 
 493 
 
 251495 
 
 4^1 
 
 17 
 
 689423 
 
 375 
 
 940622 
 
 118 
 
 748801 
 
 493 
 
 251199 
 
 43 
 
 18 
 
 68964.S 
 
 375 
 
 940.')51 
 
 118 
 
 749097 
 
 493 
 
 250903 
 
 42 
 
 19 
 
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 375 
 
 940480 
 
 118 
 
 749393 
 
 493 
 
 250607 
 
 41 
 
 20 
 
 690098 
 
 375 
 
 940409 
 
 118 
 
 749689 
 
 493 
 
 2.50311 
 
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 21 
 
 9.690323 
 
 374 
 
 9.940.T38 
 
 118 
 
 9.749985 
 
 493 
 
 10.250015 
 
 39 
 
 22 
 
 690548 
 
 374 
 
 940267 
 
 118 
 
 750281 
 
 492 
 
 249719 
 
 38 
 
 23 
 
 690772 
 
 374 
 
 940196 
 
 118 
 
 750576 
 
 492 
 
 249424 
 
 37 
 
 24 
 
 690996 
 
 374 
 
 940125 
 
 119 
 
 750872 
 
 492 
 
 249128 
 
 36 
 
 25 
 
 691220 
 
 37.3 
 
 940054 
 
 119 
 
 751167 
 
 492 
 
 248833 
 
 35 
 
 26 
 
 691444 
 
 373 
 
 939982 
 
 119 
 
 751462 
 
 492 
 
 248538 
 
 34 
 
 27 
 
 691668 
 
 373 
 
 939911 
 
 119 
 
 7517.57 
 
 492 
 
 248243 
 
 33 
 
 28 
 
 691892 
 
 373 
 
 939840 
 
 119 
 
 752052 
 
 491 
 
 247948 
 
 32 
 
 29 
 
 692115 
 
 372 
 
 939768 
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 119 
 
 752347 
 
 491 
 
 247653 
 
 31 
 
 30 
 
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 372 
 
 113 
 
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 491 
 
 247358 
 
 30 
 
 31 
 
 9.692562 
 
 372 
 
 9.939625 
 
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 9.7.52937 
 
 491 
 
 10.247063 
 
 29 
 
 32 
 
 692785 
 
 371 
 
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 491 
 
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 28 
 
 33 
 
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 371 
 
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 753526 
 
 491 
 
 246474 
 
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 34 
 
 693231 
 
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 753820 
 
 490 
 
 246180 
 
 26 
 
 35 
 
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 490 
 
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 25 
 
 36 
 
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 7.54409 
 
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 24 
 
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 754703 
 
 490 
 
 245297 
 
 23 
 
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 490 
 
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 39 
 
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 75.5291 
 
 490 
 
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 40 
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 694564 
 9.694786 
 
 369 
 369 
 
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 9.938908 
 
 120 
 120 
 
 755585 
 9.755878 
 
 489 
 
 244415 
 10.244122 
 
 20 
 19 
 
 489 
 
 42 
 
 695007 
 
 369 
 
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 756172 
 
 489 
 
 243828 
 
 18 
 
 43 
 
 695229 
 
 369 
 
 938763 
 
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 756465 
 
 489 
 
 243535 
 
 17 
 
 44 
 
 695450 
 
 368 
 
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 489 
 
 243241 
 
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 45 
 
 695671 
 
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 757052 
 
 489 
 
 242948 
 
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 46 
 
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 7.58517 
 
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 366 
 
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 1 Tuup. 1 M. 
 
 
 
 19 
 
 GG 
 
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48 (39 Degrees.) a takle of looaiuth.hic 
 
 M 
 
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 ('..sin. 1 1.. 1 
 
 T.-iiiu. 1 
 
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 9 . 698970 
 
 364 
 
 9.9375L'l! 121 
 
 9.7614391 
 
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 10.2385(511 60 
 
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 761731 
 
 486 
 
 238269, .59 
 
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 364 
 
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 480 
 
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 699626 
 
 364 
 
 937312 122 
 
 762314 
 
 486 
 
 237686 57 
 
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 363 
 
 937238 122 
 
 762606 
 
 485 
 
 237394 56 
 
 5 
 
 700062 
 
 363 
 
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 762897 
 
 485 
 
 237103 55 
 
 6 
 
 70;}280 
 
 363 
 
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 763188 
 
 485 
 
 236812 
 
 54 
 
 7 
 
 700498 
 
 363 
 
 937019 
 
 122 
 
 763479 
 
 485 
 
 236.521 
 
 53 
 
 8 
 
 700716 
 
 363 
 
 936946 
 
 122 
 
 763770 
 
 485 
 
 236230 
 
 52 
 
 9 
 
 700933 
 
 362 
 
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 122 
 
 76406 1 
 
 485 
 
 235939 
 
 51 
 
 10 
 
 701 iSl 
 
 362 
 
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 764352 
 
 484 
 
 235648 
 
 50 
 
 11 
 
 9.701368 
 
 362 
 
 9.936725 
 
 122 
 
 9.764643 
 
 48^1 
 
 10.235357 
 
 49 
 
 12 
 
 701585 
 
 302 
 
 936652 
 
 123 
 
 764933 
 
 484 
 
 235067 
 
 48 
 
 13 
 
 701802 
 
 361 
 
 936578 
 
 123 
 
 765224 
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 484 
 
 234776 
 
 47 
 
 14 
 
 702019 
 
 361 
 
 936505 
 
 123 
 
 484 
 
 234186 
 
 46 
 
 15 
 
 702236 
 
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 936431 
 
 123 
 
 765M05 
 
 484 
 
 234195 
 
 45 
 
 16 
 
 702452 
 
 361 
 
 936357 
 
 123 
 
 766095 
 
 484 
 
 233905 
 
 44 
 
 17 
 
 702669 
 
 360 
 
 936284 
 
 123 
 
 766385 
 
 483 
 
 233615 
 
 43 
 
 18 
 
 702885 
 
 360 
 
 936210 
 
 123 
 
 766675 
 
 483 
 
 233325 
 
 42 
 
 19 
 
 703101 
 
 360 
 
 936136 
 
 123 
 
 766965 
 
 483 
 
 233035 41 
 
 20 
 
 703317 
 
 360 
 
 93«i062 
 
 123 
 
 767255 
 
 483 
 
 232745 40 
 
 21 
 
 9.703533 
 
 359 
 
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 123 
 
 9.767545 
 
 483 
 
 10.232455 39 
 
 22 
 
 703749 
 
 359 
 
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 123 
 
 767834 
 
 4!^3 
 
 232 J 66 38 
 
 23 
 
 703964 
 
 359 
 
 935840 
 
 123 
 
 768124 
 
 482 
 
 231876 
 
 37 
 
 24 
 
 704179 
 
 359 
 
 935766 
 
 124 
 
 768413 
 
 482 
 
 231.587 
 
 35 
 
 25 
 
 704395 
 
 359 
 
 935692 
 
 124 
 
 768703 
 
 482 
 
 231297 
 
 35 
 
 26 
 
 704610 
 
 358 
 
 9350 18 
 
 124 
 
 768992 
 
 482 
 
 231008 
 
 34 
 
 27 
 
 704825 
 
 358 
 
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 76928 1 
 
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 230719 
 
 33 
 
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 705040 
 
 358 
 
 935469 
 
 124 
 
 769570 
 
 482 
 
 230430 
 
 32 
 
 29 
 
 705254 
 
 358 
 
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 124 
 
 769860 
 
 481 
 
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 30 
 
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 358 
 
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 771303 
 
 481 
 
 228697 
 
 26 
 
 35 
 
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 356 
 
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 124 
 
 771.592 
 
 481 
 
 228408 
 
 25 
 
 36 
 
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 356 
 
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 771880 
 
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 228120 
 
 24 
 
 37 
 
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 356 
 
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 125 
 
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 355 
 
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 480 
 
 227543 
 
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 39 
 
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 21 
 
 40 
 
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 355 
 
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 125 
 
 773033 
 
 480 
 
 226967 
 
 20 
 
 41 
 
 9.707819 
 
 355 
 
 9.934499 
 
 125 
 
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 480 
 
 10.226679 
 
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 773608 
 
 479 
 
 226392 
 
 18 
 
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 226104 
 
 17 
 
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 9.933060 
 
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 779060 
 
 477 
 
 220940 59 
 
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 350 
 
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 220654 58 
 
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 780203 
 
 476 
 
 219797 
 
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 6 
 
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 54 
 
 7 
 
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 476 
 
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 8 
 
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 348 
 
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 218654 
 
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 10 
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 348 
 
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 127 
 127 
 
 781631 
 9.781916 
 
 475 
 
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 218369 
 10.218084 
 
 50 
 
 49 
 
 9.714144 
 
 348 
 
 12 
 
 714352 
 
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 932151 
 
 127 
 
 782201 
 
 475 
 
 217799 
 
 48 
 
 13 
 
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 932075 
 
 128 
 
 782486 
 
 475 
 
 217514 
 
 47 
 
 14 
 
 714769 
 
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 782771 
 
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 18 
 
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 23 
 
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 785332 
 
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 24 
 
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 931229 
 
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 78.5616 
 
 473 
 
 214384 
 
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 25 
 
 717053 
 
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 931152 
 
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 785900 
 
 473 
 
 214100 
 
 35 
 
 26 
 
 717259 
 
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 213532 
 
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 786753 
 
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 213248 
 
 32 
 
 29 
 
 717879 
 
 344 
 
 930843 
 
 129 
 
 787036 
 
 473 
 
 212964 
 
 31 
 
 30 
 
 31 
 
 7180S5 
 
 343 
 
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 9.930688 
 
 129 
 129 
 
 787319 
 9.787603 
 
 472 
 
 472 
 
 212681 
 
 30 
 29 
 
 9.718291 
 
 343 
 
 10.212397 
 
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 343 
 
 9306 1 1 
 
 129 
 
 787886 
 
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 212114 
 
 28 
 
 33 
 
 718703 
 
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 930533 
 
 129 
 
 788170 
 
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 211830 
 
 27 
 
 34 
 
 718909 
 
 343 
 
 930456 
 
 129 
 
 788453 
 
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 211.547 
 
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 35 
 
 719114 
 
 342 
 
 930378 
 
 129 
 
 788736 
 
 472 
 
 211264 
 
 25 
 
 3B 
 
 719320 
 
 342 
 
 930300 
 
 130 
 
 789019 
 
 472 
 
 210981 
 
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 37 
 
 - 719525 
 
 342 
 
 930223 
 
 130 
 
 789302 
 
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 210698 
 
 23 
 
 88 
 
 719730 
 
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 930145 
 
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 789585 
 
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 210415 
 
 22 
 
 39 
 
 719935 
 
 341 
 
 930067 
 
 130 
 
 789868 
 
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 210132 
 
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 40 
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 720140 
 9.720345 
 
 341 
 
 929989 
 9.929911 
 
 130 
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 790151 
 
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 209849 
 
 20 
 19 
 
 341 
 
 9.790433 
 
 471 
 
 10.209567 
 
 42 
 
 720549 
 
 341 
 
 929833 
 
 130 
 
 790716 
 
 471 
 
 209284 
 
 18 
 
 43 
 
 720754 
 
 340 
 
 929755 
 
 130 
 
 790999 
 
 471 
 
 209001 
 
 17 
 
 44 
 
 720958 
 
 340 
 
 929677 
 
 130 
 
 791281 
 
 471 
 
 208719 
 
 16 
 
 45 
 
 721162 
 
 340 
 
 929.599 
 
 130 
 
 791563 
 
 470 
 
 208437 
 
 15 
 
 4.f) 
 
 721366 
 
 340 
 
 929.521 
 
 130 
 
 791846 
 
 470 
 
 2081.54 
 
 14 
 
 47 
 
 721570 
 
 340 
 
 929442 
 
 130 
 
 792128 
 
 470 
 
 207872 
 
 13 
 
 48 
 
 721774 
 
 339 
 
 929364 
 
 131 
 
 792410 
 
 470 
 
 207590 
 
 12 
 
 49 
 
 721978 
 
 339 
 
 929286 
 
 131 
 
 792692 
 
 470 
 
 207308 
 
 11 
 
 ■50 
 5l" 
 
 722181 
 9.7223S5 
 
 339 
 339 
 
 929207 
 
 131 
 131 
 
 792974 
 9.7932.56 
 
 470 
 
 207026 
 
 10 
 9 
 
 9.929129 
 
 470 
 
 10.206744 
 
 52 
 
 722588 
 
 339 
 
 929050 
 
 131 
 
 793538 
 
 469 
 
 206462 
 
 8 
 
 53 
 
 722791 
 
 338 
 
 92S972 
 
 131 
 
 793819 
 
 469 
 
 206181 
 
 7 
 
 54 
 
 722994 
 
 338 
 
 928893 
 
 131 
 
 794101 
 
 469 
 
 205899 
 
 6 
 
 55 
 
 723197 
 
 338 
 
 928815 
 
 131 
 
 794383 
 
 469 
 
 ^05617 
 
 5 
 
 56 
 
 723400 
 
 338 
 
 928736 
 
 131 
 
 794664 
 
 469 
 
 20.5336 
 
 4 
 
 57 
 
 723603 
 
 337 
 
 928657 
 
 131 
 
 794945 
 
 469 
 
 205055 
 
 3 
 
 58 
 
 723805 
 
 337 
 
 928578 
 
 131 
 
 795227 
 
 469 
 
 204773 
 
 2 
 
 59 
 
 724007 
 
 337 
 
 928499 
 
 131 
 
 795508 
 
 468 
 
 204492 
 
 1 
 
 fiO 
 
 724210 
 
 337 
 
 928420 131 
 
 795789 
 
 468 
 
 204211 
 
 
 
 ~l 
 
 (;...Miiu 1 
 
 
 time 1 
 
 Cn ail-:. 
 
 1 
 
 ■Vnuii. j MTj 
 
 5d Degreed . 
 
60 
 
 (32 Degi 
 
 •ees.) A 
 
 TABLE OF tOOARITHMIO 
 
 ^ 
 
 M 
 
 1 SilU! 
 
 n. 
 
 1 Cosine 1 D. 
 
 1 Taiifi. 
 
 1 D. 
 
 1 Ooian-;. | 
 
 ~0 
 
 ii.l'Z'i-ZiO 
 
 3^7 
 
 u.yiib'i-^u 
 
 132 
 
 9.796789 
 
 468 
 
 10.204211.60 
 
 1 
 
 724412 
 
 337 
 
 928342 
 
 132 
 
 796070 
 
 468 
 
 203930!. 59 
 
 2 
 
 724614 
 
 336 
 
 928263 
 
 132 
 
 796351 
 
 468 
 
 203649 
 
 [58 
 
 3 
 
 724816 
 
 336 
 
 928183 
 
 132 
 
 796632 
 
 468 
 
 203368 
 
 57 
 
 4 
 
 725017 
 
 335 
 
 928104 
 
 132 
 
 796913 
 
 468 
 
 203087 
 
 56 
 
 5 
 
 725219 
 
 336 
 
 928025 
 
 132 
 
 797194 
 
 468 
 
 202806 
 
 55 
 
 6 
 
 725420 
 
 335 
 
 927946 
 
 132 
 
 797475 
 
 468 
 
 202525 
 
 54 
 
 7 
 
 725622 
 
 335 
 
 927867 
 
 132 
 
 797755 
 
 468 
 
 202245 
 
 53 
 
 8 
 
 725823 
 
 335 
 
 927787 
 
 132 
 
 798036 
 
 467 
 
 201964 
 
 52 
 
 9 
 
 726024 
 
 335 
 
 927708 
 
 132 
 
 798316 
 
 467 
 
 201684 
 
 51 
 
 10 
 11 
 
 726225 
 
 335 
 
 927629 
 
 132 
 132 
 
 798596 
 9.798877 
 
 467 
 467 
 
 201404 
 10.201123 
 
 50 
 49 
 
 9.726426 
 
 334 
 
 9.927549 
 
 12 
 
 726626 
 
 334 
 
 927470 
 
 133 
 
 799157 
 
 467 
 
 200843 
 
 48 
 
 13 
 
 726827 
 
 334 
 
 927390 
 
 133 
 
 799437 
 
 467 
 
 200563 
 
 47 
 
 14 
 
 727027 
 
 334 
 
 927310 
 
 133 
 
 799717 
 
 467 
 
 200283 
 
 46 
 
 15 
 
 727228 
 
 334 
 
 927231 
 
 133 
 
 799997 
 
 466 
 
 200003 
 
 45 
 
 16 
 
 727428 
 
 333 
 
 927151 
 
 133 
 
 800277 
 
 466 
 
 199 723 
 
 44 
 
 17 
 
 727628 
 
 333 
 
 927071 
 
 133 
 
 800557 
 
 466 
 
 199443 
 
 43 
 
 18 
 
 727828 
 
 333 
 
 926991 
 
 133 
 
 800836 
 
 466 
 
 199164 
 
 42 
 
 19 
 
 728027 
 
 333 
 
 926911 
 
 133 
 
 801116 
 
 466 
 
 198884 
 
 41 
 
 20 
 
 728227 
 
 333 
 
 926831 
 
 133 
 
 801396 
 
 466 
 
 198604 
 
 40 
 
 21 
 
 9.728427 
 
 332 
 
 9.92675] 
 
 133 
 
 9.801676 
 
 466 
 
 10.198325 
 
 39 
 
 22 
 
 728626 
 
 332 
 
 926671 
 
 133 
 
 801955 
 
 466 
 
 198045 
 
 38 
 
 23 
 
 728825 
 
 332 
 
 926591 
 
 133 
 
 802234 
 
 465 
 
 197766 
 
 37 
 
 24 
 
 729024 
 
 332 
 
 926511 
 
 134 
 
 802513 
 
 465 
 
 197487 
 
 36 
 
 25 
 
 729223 
 
 331 
 
 926431 
 
 134 
 
 802792 
 
 465 
 
 197208 
 
 35 
 
 26 
 
 729422 
 
 .331 
 
 926351 
 
 134 
 
 80,3072 
 
 465 
 
 196928 
 
 34 
 
 27 
 
 729621 
 
 331 
 
 926270 
 
 134 
 
 803351 
 
 465 
 
 196649 
 
 33 
 
 28 
 
 729820 
 
 331 
 
 926190 
 
 134 
 
 803630 
 
 465 
 
 196370 
 
 32 
 
 29 
 
 730018 
 
 330 
 
 926110 
 
 134 
 
 803908 
 
 465 
 
 196092 
 
 131 
 
 30 
 
 730216 
 
 330 
 
 926029 
 
 134 
 
 804187 
 
 465 
 
 19,5813 
 
 30 
 
 31 
 
 9.730415 
 
 330 
 
 9.925949 
 
 134 
 
 9.804466 
 
 464 
 
 10.19.55.34 
 
 29 
 
 32 
 
 730613 
 
 330 
 
 925868 
 
 134 
 
 804745 
 
 464 
 
 19.52.55 
 
 28 
 
 33 
 
 730811 
 
 330 
 
 925788 
 
 134 
 
 80.5023 
 
 464 
 
 194977 
 
 27 
 
 34 
 
 731009 
 
 329 
 
 925707 
 
 134 
 
 805302 
 
 464 
 
 194698 
 
 26 
 
 35 
 
 731206 
 
 329 
 
 92.5026 
 
 134 
 
 805580 
 
 464 
 
 194420 
 
 25 
 
 36 
 
 731404 
 
 329 
 
 925545 
 
 135 
 
 805859 
 
 464 
 
 194141 
 
 24 
 
 37 
 
 731602 
 
 329 
 
 925465 
 
 135 
 
 806137 
 
 464 
 
 193863 
 
 23 
 
 38 
 
 731799 
 
 329 
 
 925384 
 
 135 
 
 806415 
 
 463 
 
 193585 
 
 22 
 
 39 
 
 731996 
 
 328 
 
 92i3303 
 
 135 
 
 806693 
 
 463 
 
 19.3307 
 
 21 
 
 40 
 41 
 
 732193 
 
 328 
 
 925222 
 
 135 
 135 
 
 806971 
 9.807249 
 
 463 
 
 19.3029 
 
 20 
 19 
 
 9.732390 
 
 328 
 
 9.925141 
 
 463 
 
 10.192751 
 
 42 
 
 732587 
 
 328 
 
 925060 
 
 135 
 
 807.527 
 
 463 
 
 192473 
 
 18 
 
 43 
 
 732784 
 
 328 
 
 924979 
 
 135 
 
 807805 
 
 463 
 
 192195 
 
 17 
 
 44 
 
 732980 
 
 327 
 
 924897 
 
 1.35 
 
 808083 
 
 463 
 
 191917 
 
 16 
 
 45 
 
 . 733177 
 
 .327 
 
 924816 
 
 135 
 
 808361 
 
 463 
 
 191639 15 
 
 46 
 
 733373 
 
 327 
 
 924735 
 
 136 
 
 808638 
 
 462 
 
 191362 14 
 
 47 
 
 733569 
 
 327 
 
 9246.54 
 
 1,36 
 
 808916 
 
 462 
 
 191084 13 
 
 48 
 
 733765 
 
 327 
 
 924572 
 
 136 
 
 809193 
 
 462 
 
 190807 12 
 
 49 
 
 733961 
 
 326 
 
 924491 
 
 136 
 
 809471 
 
 462 
 
 190529 11 
 
 50 
 
 734157 
 
 326 
 
 924409 
 
 136 
 
 809748 
 
 462 
 
 190252 10 
 
 51 
 
 9.734353 
 
 320 
 
 9.924328 
 
 136 
 
 9.810025 
 
 462 
 
 10.189975 9 
 
 52 
 
 734549 
 
 326 
 
 924246 
 
 136 
 
 810.302 
 
 462 
 
 189698 8 
 
 53 
 
 734744 
 
 325 
 
 924164 
 
 136 
 
 810580 
 
 462 
 
 189420! 7 
 
 54 
 
 7.34939 
 
 325 
 
 924083 
 
 136 
 
 8108.57 
 
 462 
 
 ' 189143 
 
 6 
 
 55 
 
 735135 
 
 325 
 
 924001 
 
 136 
 
 811134 
 
 461 
 
 188866 
 
 M 
 
 56 
 
 735330 
 
 325 
 
 923919 
 
 1.36 
 
 811410 
 
 461 
 
 188590 
 
 4 
 
 57 
 
 735525 
 
 325 
 
 92.3837 
 
 136 
 
 811687 
 
 461 
 
 188313 
 
 3 
 
 58 
 
 735719 
 
 324 
 
 923755 
 
 137 
 
 8; 1964 
 
 461 
 
 188036 
 
 2 
 
 59 
 
 735914 
 
 324 
 
 923673 
 
 137 
 
 812241 
 
 461 
 
 1877.'-^9 
 
 1 
 
 60_ 
 
 736109 
 
 324 
 
 92:^591 
 
 137 
 
 815517 
 
 461 
 
 1874 83 
 
 
 
 b 
 
 Cusine | 
 
 ! 
 
 Sine 1 i 
 
 Cotaiig. 1 
 
 1 
 
 Tatig. 1 M. 1 
 
 57 Degrees. 
 

 SINKS AXD TANQKKT 
 
 5. (^^3 Degrees.) 
 
 51 
 
 M 
 
 1 Sil!<! 
 
 1 '»• 
 
 i (>M,. 1 1). 
 
 1 'I'.iMK. 
 
 -_i^_ 
 
 C.ii.it.i;. \ 
 
 "o" 
 
 T.TJoi"u9 
 
 3z4 
 
 923509 
 
 L^l 
 
 y.8i:;i5i7 
 
 461 
 
 10.187482,60 
 
 . 1 
 
 73f)3J3 
 
 324 
 
 !37 
 
 8r*794 
 
 461 
 
 18/206 .59 
 
 2 
 
 7304 9S 
 
 324 
 
 923427 
 
 137 
 
 813070 
 
 461 
 
 180930 .58 
 
 3 
 
 736692 
 
 323 
 
 923345 
 
 1.17 
 
 813347 
 
 460 
 
 186653 57 
 
 4 
 
 73d88t) 
 
 323 
 
 923263 
 
 137 
 
 813623 
 
 460 
 
 186377 .56 
 
 ft 
 
 737080 
 
 323 
 
 923181 
 
 137 
 
 313899 
 
 460 
 
 186101 .55 
 
 6 
 
 737274 
 
 323 
 
 923098 
 
 137 
 
 81M75 
 
 460 
 
 185825 54 
 
 7 
 
 737467 
 
 323 
 
 923010 
 
 137 
 
 814452 
 
 460 
 
 18,5.548 
 
 53 
 
 8 
 
 7376G1 
 
 322 
 
 922933 
 
 137 
 
 814728 
 
 460 
 
 18.5272 
 
 52 
 
 9 
 
 737855 
 
 322 
 
 922851 
 
 137 
 
 815004 
 
 460 
 
 184996 
 
 51 
 
 10 
 
 738048 
 
 322 
 
 922768 
 
 138 
 
 81.5279 
 
 460 
 
 184721 
 
 50 
 
 >1 
 
 9.733241 
 
 322 
 
 9.922686 
 
 133 
 
 9.81.55.55 
 
 459 
 
 10.184445 
 
 49 
 
 i2 
 
 738434 
 
 322 
 
 922603 
 
 138 
 
 81.5831 
 
 459 
 
 184169 
 
 48 
 
 i3 
 
 733627 
 
 321 
 
 922520 
 
 138 
 
 816107 
 
 459 
 
 183893 
 
 4? 
 
 U 
 
 738820 
 
 321 
 
 922438 
 
 138 
 
 816382 
 
 459 
 
 183618 
 
 46 
 
 15 
 
 739013 
 
 321 
 
 922355 
 
 138 
 
 816658 
 
 459 
 
 183342 
 
 45 
 
 16 
 
 739206 
 
 321 
 
 922272 
 
 138 
 
 816933 
 
 459 
 
 183067 
 
 44 
 
 17 
 
 739393 
 
 321 
 
 922189 
 
 138 
 
 817209 
 
 459 
 
 182791 
 
 43 
 
 18 
 
 739590 
 
 320 
 
 922108 
 
 138 
 
 817484 
 
 459 
 
 182516 
 
 42 
 
 19 
 
 739783 
 
 320 
 
 922023 
 
 138 
 
 817759 
 
 459 
 
 182241 
 
 41 
 
 20 
 
 739975 
 
 320 
 
 921940 
 
 133 
 
 818035 
 
 458 
 
 181965 
 
 40 
 
 21 
 
 9.740167 
 
 320 
 
 9.9218.57 
 
 139 
 
 9.818310 
 
 458 
 
 ^0. 181090 
 
 39 
 
 22 
 
 740359 
 
 320 
 
 921774 
 
 139 
 
 818,585 
 
 458 
 
 181415 
 
 38 
 
 23 
 
 740550 
 
 319 
 
 921691 
 
 139 
 
 818860 
 
 458 
 
 181140 
 
 37 
 
 24 
 
 740742 
 
 319 
 
 921607 
 
 139 
 
 819135 
 
 4.58 
 
 180865 
 
 36 
 
 25 
 
 740934 
 
 319 
 
 921524 
 
 139 
 
 819410 
 
 458 
 
 180590 
 
 35 
 
 26 
 
 741125 
 
 319 
 
 921441 
 
 139 
 
 819684 
 
 458 
 
 180316 
 
 34 
 
 27 
 
 7413 16 
 
 319 
 
 9213.57 
 
 139 
 
 8199.59 
 
 4.58 
 
 180041 
 
 33 
 
 2S 
 
 741.508 
 
 318 
 
 921274 
 
 139 
 
 8202,34 
 
 458 
 
 179766 
 
 32 
 
 29 
 
 741699 
 
 318 
 
 921190 
 
 139 
 
 820.508 
 
 457 
 
 179492 
 
 31 
 
 30 
 31 
 
 741889 
 
 318 
 
 921107 
 9.921023 
 
 139 
 139 
 
 820783 
 9.821057 
 
 457 
 
 179217 
 
 30 
 29 
 
 9.742030 
 
 318 
 
 457 
 
 10.178943 
 
 32 
 
 742271 
 
 318 
 
 920939 
 
 140 
 
 8213.32 
 
 457 
 
 178668 
 
 28 
 
 33 
 
 . 742462 
 
 317 
 
 920856 
 
 140 
 
 821606 
 
 457 
 
 178394 
 
 27 
 
 34 
 
 742652 
 
 317 
 
 920772 
 
 140 
 
 821880 
 
 457 
 
 178120 
 
 26 
 
 35 
 
 742842 
 
 317 
 
 920688 
 
 140 
 
 822154 
 
 457 
 
 177846 
 
 25 
 
 36 
 
 743033 
 
 317 
 
 920604 
 
 140 
 
 822429 
 
 457 
 
 177571 
 
 24 
 
 37 
 
 743223 
 
 317 
 
 920520 
 
 140 
 
 82270:i 
 
 4.57 
 
 177297 
 
 23 
 
 38 
 
 743413 
 
 316 
 
 920436 
 
 140 
 
 822977 
 
 456 
 
 177023 
 
 22 
 
 39 
 
 743602 
 
 316 
 
 920352 
 
 140 
 
 823250 
 
 456 
 
 1767.50 
 
 21 
 
 40 
 
 743792 
 
 316 
 
 920268 
 
 140 
 
 823524 
 
 456 
 
 17C476J 20 1 
 
 41 
 
 9.743982 
 
 316 
 
 9.920184 
 
 140 
 
 9.823798 
 
 456 
 
 10.176202 
 
 19 
 
 42 
 
 744171 
 
 316 
 
 920099 
 
 140 
 
 824072 
 
 4.56 
 
 175928 
 
 18 
 
 43 
 
 7443G1 
 
 315 
 
 920015 
 
 140 
 
 824345 
 
 456 
 
 175655 
 
 17 
 
 44 
 
 744550 
 
 315 
 
 919931 
 
 141 
 
 824619 
 
 456 
 
 175.381 
 
 16 
 
 45 
 
 744739 
 
 315 
 
 919846 
 
 141 
 
 824893 
 
 456 
 
 175107 
 
 15 
 
 46 
 
 744928 
 
 315 
 
 919762 
 
 141 
 
 825166 
 
 456 
 
 174834 
 
 14 
 
 47 
 
 7451} 7 
 
 315 
 
 919677 
 
 141 
 
 82.5439 
 
 455 
 
 174.561 
 
 13 
 
 48 
 
 745305 
 
 314 
 
 919593 
 
 141 
 
 825713 
 
 455 
 
 174287 
 
 12 
 
 49 
 
 745494 
 
 314 
 
 919508 
 
 141 
 
 825986 
 
 455 
 
 174014 
 
 11 
 
 50 
 
 745383 
 
 314 
 
 919424 
 
 14) 
 
 826259 
 
 455 
 
 173741 
 
 10 
 
 51 
 
 9.745871 
 
 314 
 
 9.91.9339 
 
 141 
 
 9.826532 
 
 455 
 
 10.173468 
 
 9 
 
 52 
 
 746059 
 
 314 
 
 919254 
 
 141 
 
 826805 
 
 455 
 
 173195 
 
 8 
 
 53 
 
 746248 
 
 313 
 
 919169 
 
 141 
 
 827078 
 
 4.55 
 
 172922 
 
 7 
 
 54 
 
 746436 
 
 313 
 
 919085 
 
 141 
 
 827351 
 
 455 
 
 172649 
 
 6 
 
 55 
 
 746624 
 
 313 
 
 919000 
 
 141 
 
 827624 
 
 455 
 
 172376 
 
 5 
 
 56 
 
 746812 
 
 313 
 
 918915 
 
 142 
 
 827897 
 
 454 
 
 172103 
 
 4 
 
 57 
 
 746999 
 
 313 
 
 918830 
 
 142 
 
 823170 
 
 454 
 
 171830 
 
 3 
 
 58 
 
 747187 
 
 312 
 
 918745 
 
 -142 
 
 82344S 
 
 .454 
 
 171.5.58 
 
 2 
 
 59 
 
 747374 
 
 312 
 
 9186.59 
 
 142 
 
 828715 
 
 454 
 
 171285 
 
 1 
 
 60 
 
 747562 
 
 312 
 
 918574 
 
 142 
 
 828987 
 
 4.54 
 
 171013 
 
 
 
 n 
 
 ('•ijjiif 1 
 
 
 .s...e 1 
 
 Oui.m^. 
 
 
 1 ra,. |>..| 
 
 19* 
 
 56 D'-aievs. 
 G2 
 
52 
 
 f^34 Degrees/) a 
 
 TAIILK OF LOGARITHMIC 
 
 
 \i. 
 
 1 Sine 
 
 1 n. 
 
 i t'..siii« ! I) 
 
 Tan.. 
 
 I) 
 
 <'ot:iii!». < 
 
 ~w 
 
 U.7Uo(»2 
 
 312 
 
 9.918574 
 
 142 
 
 9.82895? 
 
 454 
 
 10.171013 60 
 
 1 
 
 , 747749 
 
 312 
 
 918489 
 
 142 
 
 829200 
 
 454 
 
 170740 59 
 
 2 
 
 747933 
 
 312 
 
 918404 
 
 142 
 
 829532 
 
 454 
 
 170468 58 
 
 3 
 
 748123 
 
 311 
 
 918318 
 
 142 
 
 829805 
 
 454 
 
 170195 .57 
 
 1 
 
 74S310 
 
 311 
 
 918233 
 
 142 
 
 830077 
 
 454 
 
 1699231.56 
 169051 55 
 
 5 
 
 74S497 
 
 311 
 
 918147 
 
 142 
 
 830349 
 
 453 
 
 fi 
 
 748683 
 
 311 
 
 918002 
 
 142 
 
 830021 
 
 453 
 
 169379 .54 
 
 7 
 
 748 S7i) 
 
 311 
 
 917976 
 
 143 
 
 830893 
 
 453 
 
 109107 53 
 
 8 
 
 749053 
 
 310 
 
 917891 
 
 143 
 
 831165 
 
 453 
 
 16833-) .52 
 
 9 
 
 -^749243 
 
 3i0 
 
 917305 
 
 143 
 
 831437 
 
 AJ^ 
 
 163503 
 
 51 
 
 10 
 
 -749429 
 
 310 
 
 917719 
 
 143 
 
 831709 
 
 453 
 
 168291 
 
 50 
 
 
 
 
 
 
 
 
 
 
 11 
 
 9.749015 
 
 310 
 
 9.917631 
 
 143 
 
 9.831931 
 
 453 
 
 loTiosoio 
 
 49 
 
 !2 
 
 749801 
 
 310 
 
 917548 
 
 143 
 
 832253 
 
 453 
 
 167747 
 
 48 
 
 13 
 
 749987 
 
 399 
 
 917462 
 
 143 
 
 832525 
 
 453 
 
 167175 
 
 47 
 
 14 
 
 759 172 
 
 309 
 
 917376 
 
 143 
 
 832796 
 
 453 
 
 1 67-^04 
 
 46 
 
 15 
 
 750358 
 
 309 
 
 917290 
 
 143 
 
 833068 
 
 4.52 
 
 166932 
 
 45 
 
 Ifi 
 
 750543 
 
 309 
 
 917204 
 
 143 
 
 833339 
 
 452 
 
 166001 
 
 44 
 
 17 
 
 759729 
 
 309 
 
 917118 
 
 144 
 
 833011 
 
 452 
 
 160389 
 
 43 
 
 18 
 
 750914 
 
 3J3 
 
 917032 
 
 144 
 
 833882 
 
 4.52 
 
 166118 
 
 42 
 
 19 
 
 751099 
 
 308 
 
 916946 
 
 14^t 
 
 831154 
 
 452 
 
 165846 
 
 41 
 
 20 
 
 75I3S4 
 
 308 
 
 916359 
 
 14^1 
 
 831:425 
 
 452 
 
 165.575 
 
 40 
 
 21 
 
 9.751469 
 
 308 
 
 9.916773 
 
 144 
 
 9.834690 
 
 4.52 
 
 10.16.5304 
 
 39 
 
 22 
 
 751654 
 
 308 
 
 916687 
 
 144 
 
 834907 
 
 452 
 
 165033 
 
 38 
 
 23 
 
 751839 
 
 308 
 
 916600 
 
 144 
 
 835238 
 
 452 
 
 164702 
 
 37 
 
 24 
 
 752023 
 
 307 
 
 9 16514 
 
 144 
 
 835509 
 
 452 
 
 164491 
 
 36 
 
 25 
 
 752208 
 
 307 
 
 916427 
 
 144 
 
 835780 
 
 451 
 
 16i220 
 
 35 
 
 26 
 
 752392 
 
 307 
 
 9163U 
 
 144 
 
 830051 
 
 451 
 
 163949 
 
 34 
 
 27 
 
 752576 
 
 307 
 
 916254 
 
 144 
 
 830322 
 
 451 
 
 163678 
 
 33 
 
 28 
 
 752760 
 
 307 
 
 916167 
 
 145 
 
 835593 
 
 451 
 
 163407 
 
 32 
 
 29 
 
 752944 
 
 390 
 
 91008] 
 
 145 
 
 830Sf)4 
 
 451 
 
 163136 
 
 31 
 
 3J 
 
 753128 
 
 306 
 
 915991 
 
 145 
 
 837134 
 
 451 
 
 162806 
 
 30 
 
 31' 
 
 9 753312 
 
 306 
 
 9.91.5907 
 
 145 
 
 D. 837405 
 
 451 
 
 10.162595 
 
 29 
 
 32 
 
 753W5 
 
 300 
 
 91.5820 
 
 145 
 
 8378/5 
 
 451 
 
 162325 
 
 28 
 
 33 
 
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 22 
 
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 276 
 
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 161 
 
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 275 
 
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 161 
 
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 213 
 
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 275 
 
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 274 
 
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 436 
 
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 436 
 
 10.114758 29 
 
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 274 
 
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 162 
 
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 436 
 
 114497 28 
 
 33 
 
 784941 
 
 274 
 
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 162 
 
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 433 
 
 114235 2/ 
 
 31 
 
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 274 
 
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 162 
 
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 436 
 
 113974 5i*6 
 
 33 
 
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 273 
 
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 162 
 
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 436 
 
 113712 25 
 
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 162 
 
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 37 
 
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 273 
 
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 162 
 
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 272 
 
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 18 
 
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 272 
 
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 435 
 
 110579 
 
 13 
 
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 271 
 
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 163 
 
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 12 
 
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 271 
 
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 163 
 
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 163 
 
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 434 
 
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 9.787883 
 
 271 
 
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 164 
 
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 434 
 
 10.109535 
 
 9 
 
 52 
 
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 53 
 
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 164 
 
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 54 
 
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 270 
 
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 164 
 
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 55 
 
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 170 
 
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 164 
 
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 4.34 
 
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 56 
 
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 270 
 
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 164 
 
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 57 
 
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 270 
 
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 270 
 
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 434 
 
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 60 
 
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 269 
 
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 434 
 
 107190 
 
 
 
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 434 
 
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 165 
 
 893331 
 
 434 
 
 106669' 58 
 
 3 
 
 789.S27 
 
 269 
 
 896236 
 
 165 
 
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 4 
 
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 269 
 
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 165 
 
 893851 
 
 434 
 
 106149 .56 
 
 5 
 
 790149 
 
 269 
 
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 434 
 
 1058^9 55 
 
 6 
 
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 268 
 
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 165 
 
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 434 
 
 105629 .54 
 
 7 
 
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 268 
 
 895840 
 
 165 
 
 894832 
 
 433 
 
 10.5368 153 
 
 8 
 
 79i)r,32 
 
 263 
 
 895741 
 
 105 
 
 894892 
 
 433 
 
 105103i.52 
 
 9 
 
 790793 
 
 268 
 
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 165 
 
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 433 
 
 104848, 51 
 
 10 
 
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 268 
 
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 165 
 
 89.5412 
 
 433 
 
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 11 
 
 9.79! 115 
 
 268 
 
 9.895443 
 
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 9.895672 
 
 433 
 
 10 104328 49 
 
 12 
 
 791275 
 
 267 
 
 895343 
 
 166 
 
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 433 
 
 104063 
 
 48 
 
 13 
 
 791436 
 
 267 
 
 89524-1 
 
 168 
 
 895192 
 
 433 
 
 103308 
 
 47 
 
 14 
 
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 267 
 
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 166 
 
 89;;452 
 
 433 
 
 103548 
 
 46 
 
 15 
 
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 267 
 
 895045 
 
 168 
 
 896712 
 
 433 
 
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 267 
 
 894945 
 
 166 
 
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 433 
 
 103029 44 
 
 17 
 
 792077 
 
 267 
 
 89 1846 
 
 166 
 
 897231 
 
 433 
 
 102769 43 
 
 18 
 
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 266 
 
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 168 
 
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 433 
 
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 19 
 
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 266 
 
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 166 
 
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 433 
 
 102249 41 
 
 20 
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 79:i557 
 9.7927i() 
 
 266 
 266 
 
 894546 
 9.8J4446 
 
 166 
 167 
 
 89S010 
 
 433 
 
 101990 40 
 10.101730139 
 
 9.893270 
 
 433 
 
 22 
 
 792876 
 
 266 
 
 894316 
 
 167 
 
 893530 
 
 433 
 
 101470 
 
 33 
 
 23 
 
 793035 
 
 266 
 
 894246 
 
 167 
 
 89S789 
 
 433 
 
 101211 
 
 37 
 
 24 
 
 793195 
 
 265 
 
 894146 
 
 167 
 
 899049 
 
 432 
 
 100951 
 
 36 
 
 2.') 
 
 793354 
 
 265 
 
 894046 
 
 167 
 
 899398 
 
 432 
 
 100692 
 
 35 
 
 20 
 
 793514 
 
 255 
 
 893946 
 
 167 
 
 899568 
 
 432 
 
 100432 
 
 34 
 
 27 
 
 793673 
 
 265 
 
 893846 
 
 167 
 
 899327 
 
 432 
 
 100173! 33 1 
 
 2S 
 
 793S32 
 
 205 
 
 893745 
 
 1G7 
 
 900086 
 
 432 
 
 0999141321 
 
 29 
 
 79399 1 
 
 265 
 
 893645 
 
 167 
 
 900346 
 
 432 
 
 099654 
 
 31 
 
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 264 
 
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 167 
 
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 432 
 
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 30 
 
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 9.794308 
 
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 9.893444 
 
 168 
 
 9.990864 
 
 132 
 
 10.099136 
 
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 32 
 
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 264 
 
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 264 
 
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 794-i'84 
 
 264 
 
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 168 
 
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 432 
 
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 432 
 
 093099 
 
 25 
 
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 264 
 
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 168 
 
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 432 
 
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 24 
 
 37 
 
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 263 
 
 892839 
 
 168 
 
 992419 
 
 432 
 
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 23 
 
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 795417 
 
 263 
 
 892739 
 
 168 
 
 902679 
 
 432 
 
 097321; 22 1 
 
 39 
 
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 263 
 
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 168 
 
 902938 
 
 432 
 
 097062 
 
 21 
 
 40 
 
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 263 
 
 892536 
 
 168 
 
 903197 
 
 431 
 
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 20 
 
 41 
 
 9.795891 
 
 263 
 
 9.8924:55 169 
 
 9.9034.55 
 
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 19 
 
 42 
 
 796049 
 
 263 
 
 892334 
 
 169 
 
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 431 
 
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 263 
 
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 169 
 
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 44 
 
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 169 
 
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 45 
 
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 262 
 
 892030 
 
 169 
 
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 431 
 
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 48 
 
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 262 
 
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 169 
 
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 47 
 
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 262 
 
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 262 
 
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 261 
 
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 9.797464 
 
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 9.906043 
 
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 10.093957 
 
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 261 
 
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 261 
 
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 431 
 
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 54 
 
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 261 
 
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 261 
 
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 57 
 
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 260 
 
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 250 
 
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 9.800582 
 
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 172 
 
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 48 
 
 13 
 
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 172 
 
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 14 
 
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 172 
 
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 46 
 
 15 
 
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 172 
 
 912240 
 
 430 
 
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 45 
 
 16 
 
 801356 
 
 257 
 
 888858 
 
 172 
 
 912498 
 
 430 
 
 08750V 
 
 44 
 
 17 
 
 801511 
 
 257 
 
 888755 
 
 172 
 
 912756 
 
 430 
 
 087244 
 
 43 
 
 18 
 
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 257 
 
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 172 
 
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 19 
 
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 91.3271 
 
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 20 
 
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 257 
 
 888444 
 
 173 
 
 913.529 
 
 429 
 
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 40 
 
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 9.802128 
 
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 9.888341 
 
 173 
 
 9.91.3787 
 
 429 
 
 10.086213 
 
 39 
 
 22 
 
 602282 
 
 2.56 
 
 888237 
 
 173 
 
 914044 
 
 429 
 
 085956 
 
 38 
 
 23 
 
 802436 
 
 256 
 
 88813-1 
 
 173 
 
 914302 
 
 429 
 
 085698 
 
 37 
 
 24 
 
 802589 
 
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 888030 
 
 173 
 
 914.560 
 
 429 
 
 085440 
 
 36 
 
 25 
 
 802743 
 
 256 
 
 887926 
 
 173 
 
 914817 
 
 429 
 
 085183 
 
 35 
 
 26 
 
 80289? 
 
 256 
 
 887822 
 
 173 
 
 91.5075 
 
 429 
 
 084925 
 
 34 
 
 27 
 
 803050 
 
 2.56 
 
 887718 
 
 173 
 
 9153.32 
 
 429 
 
 084668 
 
 33 
 
 28 
 
 803204 
 
 256 
 
 887614 
 
 173 
 
 91.5.590 
 
 429 
 
 084410 
 
 32 
 
 29 
 
 803357 
 
 256 
 
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 173 
 
 91.5847 
 
 429 
 
 084153 
 
 31 
 
 30 
 
 803511 
 
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 887406 
 
 174 
 
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 429 
 
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 30 
 
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 9.803664 
 
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 174 
 
 9.916362 
 
 429 
 
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 29 
 
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 887198 
 
 174 
 
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 429 
 
 083.381 
 
 28 
 
 33 
 
 803970 
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 255 
 
 887093 
 
 174 
 
 916877 
 
 429 
 
 0831 2£ 
 
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 34 
 
 255 
 
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 174 
 
 9171.34 
 
 429 
 
 0828(50 
 
 26 
 
 35 
 
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 254 
 
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 174 
 
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 429 
 
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 25 
 
 36 
 
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 174 
 
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 174 
 
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 23 
 
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 174 
 
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 428 
 
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 252 
 
 88.5311 
 
 176 
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 428 
 
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 249 
 
 9.883984 
 
 1-73 
 
 9.926634 
 
 427 
 
 10.073366 
 
 !49 
 
 12 
 
 80J.'Jb8 
 
 249 
 
 832977 
 
 178 
 
 92«^9i» 
 
 427 
 
 073110 
 
 48 
 
 13 
 
 810917 
 
 249 
 
 8S-.i871 
 
 178 
 
 927147 
 
 427 
 
 072853 
 
 47 
 
 14 
 
 8l0lf)7 
 
 249 
 
 882764 
 
 178 
 
 927403 
 
 427 
 
 072597 
 
 46 
 
 15 
 
 810316 
 
 248 
 
 8826.57 
 
 178 
 
 927659 
 
 427 
 
 072341 
 
 45 
 
 ifi 
 
 810165 
 
 248 
 
 882550 
 
 178 
 
 927915 
 
 427 
 
 072985 
 
 44, 
 
 i7 
 
 8I0;U4 
 
 248 
 
 832443 
 
 178 
 
 923171 
 
 427 
 
 071829 
 
 43 
 
 18 
 
 810763 
 
 248 
 
 832336 
 
 179 
 
 928427 
 
 427 
 
 071573 
 
 42 
 
 19 
 
 810912 
 
 248 
 
 882229 
 
 179 
 
 928683 
 
 427 
 
 071317 
 
 41 
 
 20 
 
 8 1 : or, I 
 
 248 
 
 832121 
 
 179 
 
 928940 
 
 427 
 
 071060 
 
 40 
 
 21 
 
 9.8U210 
 
 218 
 
 9.832014 
 
 179 
 
 9.929196 
 
 427 
 
 10.070304 
 
 39 
 
 22 
 
 8irrij^ 
 
 *>47 
 
 881997 
 
 179 
 
 929452 
 
 427 
 
 070548 
 
 38 
 
 2;{ 
 
 811507 
 
 247 
 
 881799 
 
 179 
 
 929703 
 
 427 
 
 070292 
 
 37 
 
 24 
 
 811B55 
 
 247 
 
 881692 
 
 179 
 
 929964 
 
 . 426 
 
 070936 
 
 36 
 
 2.J 
 
 811891 
 
 247 
 
 831.584 
 
 179 
 
 939220 
 
 426 
 
 069739 
 
 35 
 
 2!5 
 
 8 1 u952 
 
 247 
 
 831477 
 
 179 
 
 939475 
 
 426 
 
 069525 
 
 34 
 
 27 
 
 812100 
 
 247 
 
 831369 
 
 179 
 
 939731 
 
 426 
 
 069269 
 
 33 
 
 2S 
 
 812248 
 
 247 
 
 881261 
 
 189 
 
 939987 
 
 426 
 
 069013 
 
 32 
 
 29 
 
 812396 
 
 246 
 
 8311.53 
 
 189 
 
 931243 
 
 426 
 
 063757 
 
 31 
 
 :i) 
 
 812544 
 
 246 
 
 881046 
 
 180 
 
 931499 
 
 426 
 
 068501 
 
 39 
 
 3i 
 
 9.812692 
 
 246 
 
 9.839933 
 
 180 
 
 9.931755 
 
 426 
 
 10.0632+5 
 
 29 
 
 li-Z 
 
 8I2S40 
 
 24G 
 
 889839 
 
 189 
 
 932010 
 
 426 
 
 067999 
 
 28 
 
 Si 
 
 812988 
 
 246 
 
 880722 
 
 180 
 
 932266 
 
 426 
 
 067734 
 
 27 
 
 HI 
 
 813135 
 
 246 
 
 889613 
 
 189 
 
 932522 
 
 426 
 
 067478 
 
 26 
 
 35 
 
 813283 
 
 246 
 
 889505 
 
 189 
 
 932778 
 
 426 
 
 067222 
 
 25 
 
 3.'. 
 
 813130 
 
 245 
 
 839397 
 
 180 
 
 933933 
 
 426 
 
 066967 
 
 24 
 
 37 
 
 813578 
 
 245 
 
 889239 
 
 181 
 
 933289 
 
 426 
 
 0667 1 1 
 
 23 
 
 3S 
 
 813725 
 
 245 
 
 839180 
 
 181 
 
 933545 
 
 426 
 
 066455 
 
 22 
 
 39 
 
 813872 
 
 245 
 
 839972 
 
 181 
 
 933300 
 
 426 
 
 066209 
 
 21 
 
 40 
 
 814019 
 
 245 
 
 879993 
 
 181 
 
 934056 
 
 426 
 
 065944 
 
 l-^i! 
 
 41" 
 
 9.814166 
 
 245 
 
 9.879355 
 
 181 
 
 9.9J4311 
 
 426 
 
 10.065689 
 
 19 
 
 42 
 
 814313 
 
 245 
 
 879746 
 
 i81 
 
 934567 
 
 426 
 
 065433 
 
 18 
 
 4;i 
 
 814460 
 
 244 
 
 . 879637 
 
 181 
 
 934323 
 
 426 
 
 065177 
 
 17 
 
 44 
 
 814607 
 
 244 
 
 87952y 
 
 181 
 
 935978 
 
 426 
 
 064922 
 
 16 
 
 45 
 
 ^14753 
 
 244 
 
 879120 
 
 181 
 
 935333 
 
 426 
 
 064667 
 
 15 
 
 4H 
 
 814990 
 
 244 
 
 879311 
 
 181 
 
 935589 
 
 426 
 
 064411 
 
 14 
 
 47 
 
 815946 
 
 244 
 
 879292; 182 
 
 935844 
 
 426 
 
 064156 
 
 13 
 
 4S 
 
 815193 
 
 241 
 
 879993! 182 
 
 936100 
 
 426 
 
 063990 
 
 12 
 
 49 
 
 81.5339 
 
 244 
 
 878934; 182 
 
 936355 
 
 426 
 
 063645 
 
 11 
 
 50 
 
 815485 
 
 243 
 
 878875! 182 
 
 936610 
 
 426 
 
 063399 
 
 10 
 
 51 
 
 9.815631 
 
 243 
 
 9.878766 182 
 
 9.936366 
 
 425 
 
 10.063134 
 
 9 
 
 52 
 
 815778 
 
 243 
 
 878656: 182 
 
 937121 
 
 425 
 
 062879 
 
 8 
 
 53 
 
 815924 
 
 243 
 
 8785471 182 
 
 937376 
 
 425 
 
 «62624 
 
 7 
 
 51 
 
 816069 
 
 243 
 
 87843^ 182 
 
 937632 
 
 425 
 
 062368 
 
 6 
 
 55 
 
 816215 
 
 243 
 
 878328 182 
 
 937887 
 
 425 
 
 062113 
 
 5 
 
 56 
 
 816361 
 
 243 
 
 878219 
 
 183 
 
 933142 
 
 425 
 
 061858 
 
 4 
 
 57 
 
 8165)7 
 
 242 
 
 878109 
 
 183 
 
 933393 
 
 425 
 
 061602 
 
 3 
 
 ^.^ 
 
 816652 
 
 242 
 
 877999 1831 
 
 933653, 
 
 435 
 
 061347 
 
 2 
 
 50 
 
 8I679S 
 
 242 
 
 877899 133 
 
 933993 
 
 425 
 
 061092 
 
 1 
 
 HO 
 
 816943 
 
 242 
 
 877789 IS3| 
 
 939163 
 
 425 
 
 060^37 
 
 
 
 
 t'.oiiic 
 
 1 Siae . 1 t 
 
 t'ir.nWJ. 
 
 1 
 
 T:...« 1 M. 1 
 
 lJe|;rees 
 

 SrST.S AND TANRKKTS 
 
 {4\ Degrees 
 
 ) 
 
 59 
 
 ^' ! 
 
 r^iiiH 
 
 D. 1 
 
 Csiiie i 1). 1 
 
 'I'lniir. 1 
 
 D. j 
 
 ' rtuniiff. 1 1 
 
 "IT 
 
 9.81Hy43 
 
 242 
 
 9.8777801 1831 
 
 9.939163 
 
 425 
 
 '0.060837 
 
 60 
 
 1 
 
 817088 
 
 242 
 
 877670 
 
 183| 
 
 939418 
 
 425 
 
 060582 
 
 59 
 
 2 
 
 817233 
 
 242 
 
 877.560 
 
 183 
 
 939673 
 
 425 
 
 060327 
 
 58 
 
 3 
 
 817379 
 
 242 
 
 877450 
 
 183 
 
 939928 
 
 425 
 
 060072 
 
 57 
 
 4 
 
 817524 
 
 24 J 
 
 877340 
 
 183 
 
 940183 
 
 425 
 
 059817 
 
 56 
 
 5 
 
 817668 
 
 241 
 
 877230 
 
 184 
 
 940438 
 
 425 
 
 059.562 
 
 55 
 
 
 
 817813 
 
 241 
 
 877120 
 
 184 
 
 940694 
 
 426 
 
 059306 
 
 54 
 
 7 
 
 817958 
 
 241 
 
 877010 
 
 184 
 
 340949 
 
 425 
 
 0.59051 
 
 53 
 
 8 
 
 818103 
 
 241 
 
 876899 
 
 184 
 
 941204 
 
 425 
 
 058796 
 
 52 
 
 9 
 
 818247 
 
 241 
 
 876789 
 
 184 
 
 941458 
 
 425 
 
 058542 
 
 51 
 
 10 
 11 
 
 818392 
 
 241 
 
 876678 
 
 184 
 184 
 
 941714 
 9.941968 
 
 425 
 425 
 
 058286 
 
 50 
 49 
 
 9.818536 
 
 240 
 
 9.876.568 
 
 10.0.58032 
 
 12 
 
 818681 
 
 240 
 
 876457 
 
 184 
 
 942223 
 
 • 425 
 
 057777 
 
 48 
 
 13 
 
 818825 
 
 240 
 
 871)347 
 
 184 
 
 942478 
 
 425 
 
 057522 
 
 47 
 
 14 
 
 818969 
 
 240 
 
 876236 
 
 185 
 
 942733 
 
 425 
 
 057267 
 
 46 
 
 15 
 
 819113 
 
 240 
 
 876125 
 
 185 
 
 942988 
 
 425 
 
 0.57012 
 
 45 
 
 16 
 
 819257 
 
 240 
 
 876014 
 
 185 
 
 943243 
 
 425 
 
 0.56757 
 
 44 
 
 17 
 
 819401 
 
 240 
 
 875904 
 
 185 
 
 943498 
 
 425 
 
 056502 
 
 43 
 
 18 
 
 819545 
 
 239 
 
 875793 
 
 185 
 
 943752 
 
 425 
 
 056248 
 
 42 
 
 19 
 
 819689 
 
 239 
 
 8756S2 
 
 85 
 
 944007 
 
 425 
 
 055993 
 
 11 
 
 20 
 
 819832 
 
 239 
 
 875571 
 
 185 
 
 944262 
 
 425 
 
 055738 
 
 40 
 
 21 
 
 9.819976 
 
 239 
 
 9.87.54,59 
 
 185 
 
 9.944517 
 
 425 
 
 10.0.5.5483 
 
 39 
 
 22 
 
 820120 
 
 239 
 
 875348 
 
 185 
 
 94^1771 
 
 424 
 
 055229 
 
 38 
 
 23 
 
 820263 
 
 239 
 
 875237 
 
 185 
 
 945026 
 
 424 
 
 0.549741 37 1 
 
 24 
 
 820406 
 
 239 
 
 875126 
 
 186 
 
 94.5281 
 
 424 
 
 054719 
 
 36 
 
 25 
 
 820550 
 
 238 
 
 87.5014 
 
 186 
 
 945535 
 
 424 
 
 054465 
 
 35 
 
 26 
 
 820693 
 
 238 
 
 874903 
 
 186 
 
 945790 
 
 424 
 
 0.54210 
 
 34 
 
 27 
 
 820836 
 
 238 
 
 874791 
 
 186 
 
 946045 
 
 424 
 
 053955 
 
 33 
 
 28 
 
 820979 
 
 238 
 
 874680 
 
 186 
 
 946299 
 
 424 
 
 0.53701 
 
 32 
 
 29 
 
 821122 
 
 238 
 
 874568 
 
 186 
 
 9465.54 
 
 424 
 
 05.344f> 
 
 31 
 
 30 
 31 
 
 821265 
 9.821407 
 
 238 
 238 
 
 874456 
 9.874344 
 
 186 
 186 
 
 946808 
 9.947063 
 
 424 
 
 0.53192 
 10.0.52937 
 
 30 
 29 
 
 424 
 
 32 
 
 821.5.50 
 
 238 
 
 874232 
 
 187 
 
 947318 
 
 424 
 
 052682 
 
 28 
 
 33 
 
 821693 
 
 237 
 
 874I2I 
 
 187 
 
 947572 
 
 424 
 
 0.52428, 27 | 
 
 34 
 
 821835 
 
 237 
 
 874009 
 
 187 
 
 947826 
 
 424 
 
 0.52174 
 
 26 
 
 35 
 
 821977 
 
 237 
 
 873896 
 
 187 
 
 948081 
 
 424 
 
 051919 
 
 25 
 
 36 
 
 822120 
 
 237 
 
 873784 
 
 187 
 
 948336 
 
 424 
 
 051664 
 
 24 
 
 37 
 
 822262 
 
 237 
 
 873672 
 
 187 
 
 948590 
 
 424 
 
 051410 
 
 23 
 
 38 
 
 822404 
 
 237 
 
 873560 
 
 18^ 
 
 948844 
 
 424 
 
 0511.56 
 
 22 
 
 39 
 
 822546 
 
 237 
 
 873448 
 
 187 
 
 949099 
 
 424 
 
 050901 
 
 21 
 
 40 
 
 822688 
 
 236 
 
 873.335 
 
 187 
 
 949353 
 
 424 
 
 050647 
 
 20 
 
 41 
 
 9.822830 
 
 236 
 
 9.873223 
 
 187 
 
 9.949607 
 
 424 
 
 10.0.50393 
 
 19 
 
 42 
 
 822972 
 
 236 
 
 873110 
 
 188 
 
 949862 
 
 424 
 
 0.50 138 
 
 18 
 
 43 
 
 823114 
 
 236 
 
 872998 
 
 188 
 
 950116 
 
 424 
 
 049884 
 
 17 
 
 44 
 
 823255 
 
 236 
 
 872885 
 
 188 
 
 9.50370 
 
 424 
 
 049630 
 
 16 
 
 45 
 
 823397 
 
 236 
 
 8727721 188 
 
 950625 
 
 424 
 
 049375 
 
 15 
 
 46 
 
 823.'?39 
 
 236 
 
 872659 
 
 188 
 
 9.^i0879 
 
 424 
 
 049121 
 
 14 
 
 47 
 
 823680 
 
 235 
 
 872547 
 
 188 
 
 951133 
 
 424 
 
 048867 
 
 13 
 
 48 
 
 823821 
 
 235 
 
 872434 
 
 188 
 
 951388 
 
 424 
 
 048612 
 
 12 
 
 49 
 
 8239H3 
 
 235 
 
 872321 
 
 188 
 
 951642 
 
 424 
 
 048358 
 
 11 
 
 50 
 5l' 
 
 824104 
 0.824245 
 
 235 
 
 872208 
 9.872095 
 
 188 
 189 
 
 951896 
 
 424 
 
 048104 
 
 10 
 9 
 
 235 
 
 9.952150 
 
 424 
 
 10.0478.50 
 
 52 
 
 824386 
 
 235 
 
 871981 
 
 189 
 
 952405 
 
 424 
 
 047595 
 
 8 
 
 53 
 
 824527 
 
 235 
 
 871868 
 
 189 
 
 952659 
 
 424 
 
 04734 1 
 
 7 
 
 54 
 
 824668 
 
 234 
 
 8717.55 
 
 189 
 
 952913 
 
 424 
 
 047087 
 
 6 
 
 55 
 
 824808 
 
 234 
 
 871641 
 
 189 
 
 953167 
 
 423 
 
 046833 
 
 5 
 
 56 
 
 824949 
 
 234 
 
 871.528 
 
 189 
 
 9.53421 
 
 423 
 
 046579 
 
 4 
 
 57 
 
 825090 
 
 234 
 
 871414 
 
 189 
 
 953675 
 
 423 
 
 046325 
 
 3 
 
 58 
 
 825230 
 
 234 
 
 871.301 
 
 189 
 
 9.53929 
 
 423 
 
 04C071 
 
 2 
 
 59 
 
 825371 
 
 234 
 
 871187 
 
 189 
 
 9.54183 
 
 423 
 
 04.5817 
 
 1 
 
 no 
 
 82.5511 
 
 234 
 
 87 1 0731 190 
 
 954437 
 
 423 
 
 045563 
 
 
 
 
 1 Cositip 
 
 
 ^-" 1 
 
 •'""'"■' 
 
 
 'Ijii.!!. 1 M. 1 
 
 48 Dti^rntsr 
 
GO 
 
 V^ 
 
 2 Decrees.) a 
 
 TABLE OF LOGAEITirBtrC 
 
 
 >i 
 
 1 J^iiie 
 
 i !»• 
 
 1 C.-s.m. 1 1) 
 
 1 •l-iM.S?. 
 
 1 l>. 
 
 1 r-.-M.... 1 
 
 T 
 
 |9.b25511 
 
 1 234 
 
 9.871073 
 
 190 
 
 9.954437 
 
 423 
 
 10.045563, 60 
 
 1 
 
 825651 
 
 233 
 
 870960 
 
 190 
 
 954691 
 
 423 
 
 04.5309! 59 
 
 2 
 
 825791 
 
 233 
 
 870816 
 
 190 
 
 954945 
 
 423 
 
 0'i5055 
 
 58 
 
 3 
 
 825931 
 
 233 
 
 870732 
 
 J 90 
 
 955200 
 
 423 
 
 '044800 
 
 57 
 
 4 
 
 826071 
 
 233 
 
 870618 
 
 194) 
 
 955454 
 
 423 
 
 044.546 
 
 56 
 
 5 
 
 826211 
 
 233 
 
 870504 
 
 190 
 
 955707 
 
 423 
 
 044293 
 
 55 
 
 6 
 
 826351 
 
 233 
 
 870390 
 
 190 
 
 955961 
 
 423 
 
 044039 
 
 54 
 
 7 
 
 826491 
 
 £33 
 
 870276 
 
 190 
 
 956215 
 
 423 
 
 043785 
 
 53 
 
 8 
 
 826631 
 
 233 
 
 870161 
 
 190 
 
 956469 
 
 423 
 
 04.3531 
 
 52 
 
 9 
 
 826770 
 
 232 
 
 870047 
 
 191 
 
 956723 
 
 423 
 
 043277 
 
 51 
 
 10 
 11 
 
 826910 
 9.827049 
 
 232 
 232 
 
 869933 
 9.8')9S1>'^ 
 
 191 
 Wl 
 
 956977 
 
 423 
 
 043023 
 10.042769 
 
 50 
 49 
 
 i). 95/231 
 
 423 
 
 12 
 
 827189 
 
 232 
 
 869704 
 
 191 
 
 957485 
 
 423 
 
 042515 
 
 48 
 
 13 
 
 827328 
 
 232 
 
 869589 
 
 191 
 
 957739 
 
 423 
 
 042261 
 
 47 
 
 14 
 
 827467 
 
 232 
 
 869474 
 
 191 
 
 957933 
 
 423 
 
 042007 
 
 46 
 
 15 
 
 827606 
 
 232 
 
 869360 
 
 191 
 
 958246 
 
 423 
 
 0417.54 
 
 45 
 
 16 
 
 827745 
 
 232 
 
 869245 
 
 191 
 
 958500 
 
 423 
 
 0415001 44 
 
 17 
 
 827884 
 
 231 
 
 8691.30 
 
 191 
 
 9587.54 
 
 423 
 
 041246J43 
 
 18 
 
 82^023 
 
 231 
 
 869015 
 
 192 
 
 959008 
 
 423 
 
 040992 42 
 
 19 
 
 828162 
 
 231 
 
 868900 
 
 192 
 
 959262 
 
 423 
 
 040738141 
 
 20 
 
 828301 
 
 231 
 
 868785 
 
 192 
 
 959516 
 
 423 
 
 040484 
 
 40 
 
 21 
 
 9.828439 
 
 231 
 
 9.868670 
 
 192 
 
 9.9.59769 
 
 423 
 
 10.040231 
 
 39 
 
 22 
 
 828578 
 
 231 
 
 8685.55 
 
 192 
 
 960023 
 
 423 
 
 039977 
 
 38 
 
 23 
 
 828716 
 
 231 
 
 868440 
 
 192 
 
 960277 
 
 423 
 
 039723 
 
 37 
 
 24 
 
 8.28855 
 8^28993 
 
 230 
 
 868324 
 
 192 
 
 960531 
 
 423 
 
 039469 
 
 36 
 
 25 
 
 230 
 
 868209 
 
 192 
 
 960784 
 
 423 
 
 039216 
 
 35 
 
 20 
 
 829131 
 
 230 
 
 868093 
 
 192 
 
 961033 
 
 423 
 
 038962 
 
 34 
 
 27 
 
 829269 
 
 230 
 
 867978 
 
 193 
 
 961291 
 
 423 
 
 038709 
 
 33 
 
 28 
 
 629407 
 
 230 
 
 867862 
 
 193 
 
 961.545 
 
 423 
 
 038455 
 
 32 
 
 29 
 
 829545 
 
 230 
 
 ' 867747 
 
 193 
 
 961799 
 
 423 
 
 038201 
 
 31 
 
 30 
 
 8296S3 
 
 230 
 
 867631 
 
 193 
 
 962052 
 
 423 
 
 037948 
 
 30 
 
 31 
 
 9.829821 
 
 229' 
 
 9.867515 
 
 193 
 
 9.962306 
 
 423 
 
 10.037694 
 
 29 
 
 32 
 
 829959 
 
 229 
 
 867399 
 
 193 
 
 962560 
 
 423 
 
 037440 
 
 28 
 
 33 
 
 830097 
 
 229 
 
 867283 
 
 193 
 
 .962813 
 
 423 
 
 0371871271 
 
 34 
 
 830234 
 
 229 
 
 867167 
 
 193 
 
 963067 
 
 423 
 
 0.36933 261 
 
 35 
 
 830372 
 
 229 
 
 867051 
 
 193 
 
 963320 
 
 423 
 
 036680 
 
 25 
 
 3H 
 
 830509 
 
 229 
 
 866935 
 
 194 
 
 963574 
 
 423 
 
 0.36426 
 
 24 
 
 37 
 
 830646 
 
 229 
 
 866819 
 
 194 
 
 963827 
 
 423 
 
 036173 
 
 23 
 
 38 
 
 830784 
 
 229 
 
 866703 
 
 194 
 
 964081 
 
 423 
 
 035919 
 
 *'2 
 
 39 
 
 830921 
 
 228 
 
 8665861 194 
 
 964335 
 
 423 
 
 035665 
 
 21 
 
 40 
 
 831058 
 
 228 
 
 866470 
 
 194 
 
 964.588 
 
 - 422 
 
 035412 
 
 20 
 
 4! 
 
 9.831195 
 
 228 
 
 9.866353 
 
 194 
 
 9.964S42 
 
 422 
 
 10.0351.58 
 
 19 
 
 42 
 
 831332 
 
 228 
 
 866237 
 
 194 
 
 965095 
 
 422 
 
 034905 
 
 18 
 
 43 
 
 831460 
 
 228 
 
 866120 
 
 194 
 
 965349 
 
 422 
 
 034651 
 
 17 
 
 44 
 
 831606 
 
 228 . 
 
 866004 
 
 195 
 
 965602 
 
 422 
 
 034398 
 
 16 
 
 45 
 
 831742 
 
 228 
 
 8658H7 
 
 195 
 
 96.5855 
 
 422 
 
 034145 
 
 15 
 
 4(5 
 
 831879 
 
 228 
 
 865770 
 
 195 
 
 966109 
 
 422 
 
 0.33891 
 
 14 
 
 47 
 
 832015 
 
 227 
 
 8656.53 
 
 195 
 
 966362 
 
 422 
 
 03363S 
 
 13 
 
 4«S 
 
 832152 
 
 227 
 
 865536 
 
 195 
 
 966616 
 
 422 
 
 033384 
 
 12 
 
 •19 
 
 832288 
 
 227 
 
 86.5419 
 
 195 
 
 96686J 
 
 422 
 
 0.33131 
 
 11 
 
 50 
 
 832425 
 
 227 
 
 865302 
 
 195 
 
 967123 
 
 422 
 
 032877 
 
 10 
 
 5i 
 
 97832561 
 
 227 
 
 9. 865 1 85 
 
 195 
 
 9.967376 
 
 422 
 
 10.032624 
 
 9 
 
 £') 
 
 832697 
 
 227 
 
 865068 
 
 195 
 
 967629 
 
 422 
 
 032371 
 
 8 
 
 53 
 
 832833 
 
 227 
 
 864950 
 
 19.) 
 
 967883 
 
 422 
 
 032117 
 
 7 
 
 54 
 
 832969 
 
 226 
 
 864833 
 
 196 
 
 968136 
 
 422 
 
 ,031864 
 
 6 
 
 5; 
 
 833105 
 
 226 
 
 864716 196 
 
 968389 
 
 422 
 
 03 1611 
 
 5 
 
 5f5 
 
 83324 1 
 
 226 
 
 864598 
 
 1 96 
 
 968643 
 
 422 
 
 031357 4| 
 
 57 
 
 833377 
 
 226 
 
 864481 
 
 196 
 
 968896 
 
 422 
 
 031104 
 
 3 
 
 5:S 
 
 833512 
 
 226 
 
 864363 
 
 196 
 
 969149 
 
 422 
 
 030851 
 
 2 
 
 5:) 
 
 833648 
 
 226 
 
 864245 
 
 196 
 
 969403 
 
 422 
 
 030597 
 
 1 
 
 f)0_ 
 
 8337.S3 
 
 226 
 
 864127 196 
 
 969656 
 
 422 
 
 030344 
 
 
 rir^~ 
 
 
 Sn... { 1 
 
 o,,.... i 
 
 
 •)•;-.. 1 V. 
 
 iT i). 
 
SINES AND TANGftKTS. (43 DpfrrceS ) 
 
 O'l 
 
 I r..siii( 
 
 n.l 
 
 I ». 
 
 
 
 I 
 
 2 
 3 
 4 
 
 r> 
 
 6 
 
 7 
 
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 if 
 12 
 13 
 14 
 
 ir> 
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 17 
 18 
 19 
 20 
 21 
 22 
 23 
 24 
 25 
 26 
 27 
 28 
 29 
 30 
 31 
 32 
 33 
 34 
 35 
 30 
 37 
 3f< 
 39 
 40 
 
 41 
 42 
 43 
 44 
 45 
 4G 
 4? 
 48 
 49 
 50 
 51 
 52 
 53 
 54 
 55 
 5fi 
 57 
 58 
 59 
 60 
 
 0.833783 
 
 226 
 
 9.864127 
 
 1961 
 
 9.969656 
 
 422 
 
 10.030344, 60 
 
 833919 
 
 225 
 
 864010 
 
 196 
 
 969909 
 
 422 
 
 U3009 1 1 59 
 
 831054 
 
 225 
 
 863892 
 
 197 
 
 970162 
 
 422 
 
 029838; .58 
 
 834189 
 
 225 
 
 863774 
 
 197 
 
 970416 
 
 422 
 
 029584 57 
 
 834325 
 
 225 
 
 863656 
 
 197 
 
 970669 
 
 422 
 
 029331 
 
 50 
 
 834460 
 
 225 
 
 863538 
 
 197 
 
 970922 
 
 422 
 
 029078 
 
 55 
 
 834595 
 
 225 
 
 863419 
 
 197 
 
 971175 
 
 422 
 
 028825 
 
 54 
 
 834730 
 
 225 
 
 863301 
 
 197 
 
 971429 
 
 422 
 
 028571 .53 
 
 834865 
 
 225 
 
 863183 
 
 197 
 
 971682 
 
 422 
 
 028318 52 
 
 834999 
 
 224 
 
 863064 
 
 197 
 
 971935 
 
 422 
 
 028005! 51 
 
 835134 
 
 224 
 
 862946 
 
 198 
 
 972188 
 
 422 
 
 0278121 
 
 50 
 
 9.835269 
 
 224 
 
 9.862827 
 
 198 
 
 9.972441 
 
 422 
 
 10.027559' 
 
 49 
 
 815403 
 
 224 
 
 862709 
 
 19S 
 
 972694 
 
 422 
 
 027306! 
 
 48 
 
 8355.38 
 
 224 
 
 862.590 
 
 198 
 
 972948 
 
 422 
 
 0270.52 
 
 47 
 
 8.35672 
 
 224 
 
 862471 
 
 198 
 
 973201 
 
 422 
 
 026799 
 
 46 
 
 83580? 
 
 224 
 
 862353 
 
 198 
 
 973454 
 
 423 
 
 026.546 
 
 45 
 
 83594 1 
 
 224 
 
 862234 
 
 198 
 
 973707 
 
 422 
 
 026293 
 
 44 
 
 836075 
 
 223 
 
 802 1 15 
 
 198 
 
 973960 
 
 422 
 
 026040 
 
 43 
 
 836209 
 
 223 
 
 861996 
 
 198 
 
 974213 
 
 422 
 
 025787 
 
 42 
 
 836343 
 
 223 
 
 861877 
 
 198 
 
 974466 
 
 422 
 
 02.5534 
 
 41 
 
 836477 
 
 233 
 
 8617.58 
 
 199 
 
 974719 
 
 4%2 
 
 02.5281 
 
 40 
 
 9.836611 
 
 223 
 
 9.861638 
 
 199 
 
 9.974973 
 
 423 
 
 10.025027 
 
 39 
 
 836745 
 
 223 
 
 861519 
 
 199 
 
 97.5226 
 
 422 
 
 024774 
 
 38 
 
 836878 
 
 223 
 
 861400 
 
 199 
 
 97.5479 
 
 422 
 
 024.521 
 
 37 
 
 837012 
 
 222 
 
 861280 
 
 199 
 
 975732 
 
 422 
 
 024268 
 
 36 
 
 837146 
 
 222 
 
 861161 
 
 199 
 
 975985 
 
 422 
 
 024015 
 
 35 
 
 837279 
 
 222 
 
 861041 
 
 199 
 
 976238 
 
 422 
 
 023762 
 
 34 
 
 837412 
 
 222 
 
 860922 
 
 199 
 
 976491 
 
 422 
 
 023509 
 
 33 
 
 837546 
 
 222 
 
 860802 
 
 199 
 
 976744 
 
 422 
 
 023256 
 
 32 
 
 837679 
 
 222 
 
 860682 
 
 200 
 
 97699? 
 
 422 
 
 023003 
 
 31 
 
 837812 
 
 • 222 
 
 860562 
 
 200 
 
 977250 
 
 422 
 
 022750 
 
 30 
 
 9.837945 
 
 222 
 
 9.860442 
 
 200 
 
 9.977503 
 
 422 
 
 10.022497 
 
 29 
 
 838078 
 
 221 
 
 860322 
 
 200 
 
 977756 
 
 422 
 
 022244 
 
 28 
 
 8382 1 1 
 
 221 
 
 860202 
 
 200 
 
 978009 
 
 422 
 
 021991 
 
 27 
 
 838344 
 
 221 
 
 860082 
 
 200 
 
 978262 
 
 422 
 
 021738 
 
 26 
 
 838477 
 
 221 
 
 859962 
 
 200 
 
 978515 
 
 422 
 
 021485 
 
 25 
 
 . 838610 
 
 221 
 
 859842 
 
 200 
 
 978768 
 
 422 
 
 0212.32 
 
 24 
 
 833742 
 
 221 
 
 8.59721 
 
 201 
 
 979021 
 
 422 
 
 020979 
 
 23 
 
 838875 
 
 221 
 
 859601 
 
 201 
 
 979274 
 
 422 
 
 020726 
 
 22 
 
 839007 
 
 221 
 
 859480 
 
 201 
 
 979527 
 
 422 
 
 L 020473 
 
 21 
 
 8.39140 
 
 220 
 
 859360 
 
 201 
 
 979780 
 
 422 
 
 020220 
 
 20 
 
 9.839272 
 
 220 
 
 9.859239 
 
 201 
 
 9.980033 
 
 422 
 
 10.019967 
 
 19 
 
 839404 
 
 220 
 
 859119 
 
 201 
 
 980286 
 
 422 
 
 019714 
 
 18 
 
 839536 
 
 220 
 
 8.58998 
 
 201 
 
 980538 
 
 422 
 
 019462 
 
 17 
 
 839668 
 
 220 
 
 858877 
 
 201 
 
 980791 
 
 421 
 
 019209 
 
 10 
 
 839800 
 
 220 
 
 858756 
 
 202 
 
 981044 
 
 421 
 
 018956 
 
 15 
 
 83:)932 
 
 220 
 
 8.58635 
 
 202 
 
 981297 
 
 421 
 
 018703 
 
 14 
 
 840064 
 
 219 
 
 858514 
 
 202 
 
 981550 
 
 421 
 
 018450 
 
 13 
 
 840196 
 
 219 
 
 858393 
 
 202 
 
 98 1803 
 
 421 
 
 018J97 
 
 12 
 
 840328 
 
 219 
 
 858272 
 
 202 
 
 982056 
 
 421 
 
 017944 
 
 11 
 
 840459 
 
 219 
 
 858151 
 
 202 
 
 982309 
 
 421 
 
 017691 
 
 10 
 
 9.840591 
 
 219 
 
 9.858029 
 
 202 
 
 9.982562 
 
 421 
 
 10.017438 
 
 9 
 
 840722 
 
 219 
 
 857908 
 
 202 
 
 982814 
 
 421 
 
 017186 
 
 8 
 
 8408.54 
 
 219 
 
 857786 
 
 202 
 
 983067 
 
 421 
 
 016933 
 
 7 
 
 840985 
 
 219 
 
 857665 
 
 203 
 
 983320 
 
 421 
 
 016680 
 
 6 
 
 841116 
 
 218 
 
 857543 
 
 203 
 
 983573 
 
 421 
 
 016427 
 
 5 
 
 841247 
 
 218 
 
 857422 
 
 203 
 
 983826 
 
 421 
 
 016174 
 
 4 
 
 841378 
 
 218 
 
 857300 
 
 203 
 
 984079 
 
 421 
 
 015921 
 
 3 
 
 841509 
 
 218 
 
 857178 
 
 203 
 
 9>^4331 
 
 421 
 
 01.5669 
 
 2 
 
 811640 
 
 218 
 
 857056 
 
 203 
 
 984584 
 
 421 
 
 015416 
 
 1 
 
 841771 
 
 218 
 
 856931 
 
 203 
 
 1 984837 
 
 421 
 
 01 51 63 
 
 
 
 I C(..-ii..! 
 
 Col arm. 
 
 I nu:,. |M. 
 
 46 Degrees. 
 
62 
 
 (14 Degrees^ a 
 
 TABLE OF LOGARITHMIC 
 
 
 >J 1 
 
 Sim..' 
 
 '»• 1 
 
 t'osiiie 1 ji 
 
 T.-.,... I I) , 
 
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 9.841771 
 
 218 
 
 9.856934 
 
 203 
 
 9.9318371 421 
 
 10.015163 
 
 6U 
 
 I 
 
 841^02 
 
 218 
 
 856312 
 
 203 
 
 935090 421 
 
 014910 
 
 59 
 
 2 
 
 8420:13 
 
 218 
 
 85G690 
 
 204 
 
 935343 
 
 421 
 
 014657 
 
 53 
 
 3 
 
 842163 
 
 217 
 
 856568 
 
 204 
 
 935^96 
 
 421 
 
 014404 
 
 57 
 
 4 
 
 842294 
 
 217 
 
 856446 
 
 204 
 
 985343 
 
 421 
 
 0l415ii 
 
 56 
 
 5 
 
 842424 
 
 217 
 
 856323 
 
 204 
 
 986101 
 
 421 
 
 013S99 
 
 55 
 
 6 
 
 842555 
 
 217 
 
 85320 1 
 
 204 
 
 986354 
 
 421 
 
 013646 
 
 54 
 
 ? 
 
 842685 
 
 217 
 
 856078 
 
 204 
 
 986607 
 
 421 
 
 013393 
 
 53 
 
 8 
 
 842S15 
 
 217 
 
 855956 
 
 204 
 
 986860 
 
 421 
 
 013140 
 
 52 
 
 9 
 
 842946 
 
 217 
 
 855333 
 
 204 
 
 937112 
 
 421 
 
 012833 
 
 51 
 
 10 
 
 843076 
 
 217 
 
 855711 
 
 2^ 
 
 937365 
 
 421 
 
 012635 
 
 50 
 
 11 
 
 9.813206 
 
 2i6 
 
 9.855538 
 
 205 
 
 9.987618 
 
 421 
 
 10.012332 
 
 49 
 
 12 
 
 843336 
 
 216 
 
 855465 
 
 205 
 
 987871 
 
 421 
 
 012129 
 
 43 
 
 13 
 
 843466 
 
 216 
 
 855342 
 
 205 
 
 988123 
 
 421 
 
 011877 
 
 47 
 
 14 
 
 843595 
 
 216 
 
 855219 
 
 205 
 
 938376 
 
 421 
 
 011624 
 
 46 
 
 15 
 
 843725 
 
 216 
 
 855096 
 
 205 
 
 988629 
 
 421 
 
 011371 
 
 45 
 
 16 
 
 843S55 
 
 216 
 
 854973 
 
 205 
 
 988882 
 
 421 
 
 011118 
 
 44 
 
 17 
 
 843934 
 
 216 
 
 854850 
 
 205 
 
 989134 
 
 421 
 
 010366 
 
 43 
 
 18 
 
 844114 
 
 215 
 
 854727 
 
 206 
 
 939387 
 
 421 
 
 010613 
 
 42 
 
 19 
 
 844243 
 
 215 
 
 854603 
 
 206 
 
 989640 
 
 421 
 
 010360 
 
 41 
 
 20 
 
 844372 
 
 215 
 
 85+180 
 
 206 
 
 939393 
 
 421 
 
 010107 
 
 40 
 
 21 
 
 9.844502 
 
 2j5 
 
 9.854356 
 
 206 
 
 9. 99 J 145 
 
 421 
 
 10.009355 
 
 3 J 
 
 22 
 
 844631 
 
 215 
 
 854233 
 
 206 
 
 990393 
 
 421 
 
 009602 
 
 33 
 
 23 
 
 841760 
 
 215 
 
 854109 
 
 2(r, 
 
 990651 
 
 421 
 
 009349 
 
 37 
 
 24 
 
 8448S9 
 
 215 
 
 8.53936 
 
 206 
 
 990903 
 
 421 
 
 009007 
 
 36 
 
 25 
 
 845018 
 
 215 
 
 853862 
 
 206 
 
 991156 
 
 421 
 
 008344 
 
 35 
 
 26 
 
 845147 
 
 215 
 
 853738 
 
 206 
 
 991409 
 
 421 
 
 00859 1 
 
 34 
 
 27 
 
 845276 
 
 214 
 
 853614 
 
 207 
 
 991662 
 
 421 
 
 003333 
 
 33 
 
 28 
 
 845405 
 
 214 
 
 853490 
 
 207 
 
 991914 
 
 421 
 
 003036 
 
 32 
 
 23 
 
 845533 
 
 214 
 
 853366 
 
 207 
 
 992167 
 
 421 
 
 007833 
 
 31 
 
 30 
 
 845662 
 
 214 
 
 853242 
 
 207 
 
 992420 
 
 421 
 
 007530 
 
 30 
 
 31 
 
 9.845790 
 
 214 
 
 9.8.53118 
 
 207 
 
 9.992672 
 
 421 
 
 10 007323 
 
 29 
 
 32 
 
 845919 
 
 214 
 
 852994 
 
 207 
 
 992925 
 
 421 
 
 007075 
 
 23 
 
 33 
 
 846047 
 
 214 
 
 852869 
 
 207 
 
 993178 
 
 421 
 
 006S2->. 
 
 27 
 
 34 
 
 846175 
 
 214 
 
 852745 
 
 207 
 
 993430 
 
 421 
 
 006570 
 
 26 
 
 35 
 
 846304 
 
 214 
 
 852620 
 
 207 
 
 993633 
 
 421 
 
 006317 
 
 25 
 
 36 
 
 846432 
 
 213 
 
 852496 
 
 203 
 
 993938 
 
 421 
 
 006064 
 
 24 
 
 37 
 
 846560 
 
 213 
 
 852371 
 
 203 
 
 994189 
 
 421 
 
 005311 
 
 23 
 
 33 
 
 8466S8 
 
 213 
 
 852247 
 
 203 
 
 994441 
 
 42 i 
 
 005559 
 
 22 
 
 39 
 
 840316 
 
 213 
 
 852122 
 
 203 
 
 994694 
 
 421 
 
 0053061 21 1 
 
 40 
 
 846944 
 
 213 
 
 851997 
 
 203 
 
 994947 
 
 421 
 
 005053 
 
 20 
 
 41 
 
 9.847071 
 
 213 
 
 9.851872 
 
 203 
 
 9.9951991 421 
 
 10.004301 
 
 19 
 
 42 
 
 847199 
 
 213 
 
 851747 
 
 203 
 
 995452 
 
 421 
 
 004548 
 
 18 
 
 43 
 
 847327 
 
 213 
 
 851622 
 
 208 
 
 995705 
 
 421 
 
 004295 
 
 17 
 
 44 
 
 84X}5;i 
 
 212 
 
 851497 
 
 209 
 
 995957 
 
 421 
 
 O04043 
 
 16 
 
 45 
 
 8 7583 
 
 212 
 
 851372 
 
 209 
 
 996210 
 
 421 
 
 003790 
 
 15 
 
 46 
 
 • 770} 
 
 212 
 
 851246 
 
 209 
 
 996463 
 
 421 
 
 003537 
 
 14 
 
 47 
 
 847836 
 
 212 
 
 851121 
 
 209 
 
 995715 
 
 4-^1 
 
 0032S5 
 
 13 
 
 48 
 
 847964 
 
 212 
 
 850996 
 
 209 
 
 996963 
 
 421 
 
 003032 
 
 12 
 
 49 
 
 818091 
 
 212 
 
 850870 
 
 209 
 
 997221 
 
 421 
 
 002779 
 
 IL 
 
 50 
 
 848218 
 
 212 
 
 850745 
 
 209 
 
 997473 
 
 421 
 
 002527 
 
 10 
 
 51 
 
 9.848345 
 
 212 
 
 9.850519 
 
 209 
 
 9.997726 421 
 
 10.002274 
 
 9 
 
 52 
 
 848472 
 
 211 
 
 85049!J 
 
 210 
 
 997979 421 
 
 002021 
 
 8 
 
 53 
 
 848599 
 
 211 
 
 850368 
 
 210 
 
 998231 421 
 
 001769 
 
 7 
 
 54 
 
 848726 
 
 211 
 
 850242 
 
 210 
 
 998484 421 
 
 O0i5l6 
 
 6 
 
 55 
 
 848852 
 
 211 
 
 850116 
 
 210 
 
 9987371 421 
 
 001263 
 
 5 
 
 56 
 
 848979 
 
 211 
 
 849990 
 
 210 
 
 998989 421 
 
 OOlOll 
 
 4 
 
 57 
 
 849106 
 
 211 
 
 849364 
 
 210 
 
 999242 421 
 
 0007 5S 
 
 3 
 
 58 
 
 84)232 
 
 211 
 
 849738 
 
 210 
 
 9994951 421 
 
 0005(15 
 
 2 
 
 59 
 
 849359 
 
 211 
 
 849611 
 
 210 
 
 999743 1 421 
 
 000253 
 
 1 
 
 60 
 
 819185 
 
 211 
 
 8494S51210 
 
 10. 000000 1 421 
 
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 1 »in.e 1 
 
 1 (;.i ail-. 1 
 
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 <5J/f«i;« 
 
 

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