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(B D)2 + (B C)2 - (C D)2 53 mm C A 91.5 x 50 mm 50 mm C¿ 8 mm cos u = = 2(B D)(B C) 48.38742 + 54.11172 - 79.58602 2(48.3874)(54.1117) = -0.20328 u = 101.73 b = 180 - u = 78.27 Shear Strain: p 91.5 (g A) xy = 2 -p a 180 b = 0.0262 r d Ans. (g B) xy
