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r <br />TRIGONOMETRIC- FORMUL./E• <br />I B B <br />C a Ca ° a <br />AA <br />b C <br />b C b � C <br />Right Triangle Oblique Triangles <br />Solution of Right' Triangles <br />For Angle Ar sin= a , cos = c b , tan = a , cot = b a , sec = , cosec = <br />c b b a <br />Given Required <br />a, b A, B ,c tan A = by= cot B, c = = a 1 + a2 <br />i a, c -1, B, br <br />sin A = = cos B, b= \/ (c a) (c—a) = c 11 1 — 02 <br />A, a B, b, e B=90°—A, b= acotA,c= a <br />sin A. <br />`•A, b... B, a, c B=90°—A,a = btan A,o= b <br />cos -4. <br />A, c B, a, b I B = 90°—A, a = c sin A, b = c cos A, <br />Solution of Oblique Triangles <br />Given, Required a sin B a sin C <br />A, B, a b, e, C b = sin A ' C = 180°—(A + B), c = sin A <br />b sin A cc ,,in C <br />A, a, b B, c, C sin B=: a ,C = 180°—(A + B), c = sin A <br />—b) tan .' (A+B) <br />I a, b, C A, B, c A-}-B=180°—G', tan 3(A—B)= a <br />f; a sin C <br />sin A <br />C- <br />a,. b, a A, B, C ` s=a+2+c,,in A=11L3- b)(-s—c) <br />sin'B=-11 <br />(s—aa cc) C=180°—(A+B) <br />a, b,'c Area s=a+b+0, area=Vs(x—a (a—b)(s—c) <br />A, b, c Areanrea = b c sin A <br />2 <br />7' <br />a'- sin B sin C <br />A, B, C, a. Area area = <br />2 siu A <br />REDUCTION TO HORIZONTAL <br />Horizontal distance= Slope distance multiplied by the <br />ee cosine of the vertical angle. Thus: slope distance=319.4 ft <br />o Vert. angle= 50 10'. From Table, Page IX. cos 5° 10'= <br />a`S�p n 9959. Horizontal distance=319.4X.9959=315.09 ft. <br />ix Horizontal distance also -Slope distance minus slope <br />ve t• i distance times (l—cosine of vertical angle). With the <br />same figures as in the preceding example, the follow - <br />Horizontal distance ing result is obtained. Cosine 5'10'=.9959.1-9969=.0041. <br />319.4X.0041=1.31.310.4-1.31=318.09 ft. <br />When the rise is known, the horizontal distance is approximately:—the slope dist- <br />ance less the square of the rise divided by twice the slope distance. Thus: rise=14 fL,- <br />Slope distance=302.6 ft. Horizontal distance=302.6— 14 X 14 =302.6-0.32=302.28 fL <br />2 X 302.6 <br />61ADE IN V.B.A. -- <br />Y <br />