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The principal plane stresses and associated strains in a plane at a point are 91 = 37 ksi, 02 = 18 ksi, 61 = 1.02(10-3). C2 =

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we know E - 16 - Ma Ez -MT & Puttury & , & AG, 102x10-3 = + ( 37 - Mx 28) E = 103 ( 37 – MX18) - 1.02 Now, 0.18 X10-3 = (18 –Put M in eq ④ E = 103 1.02 ( 37 - 0.339x18). E - 30282.27 KS E = 302920156 ksi modules of Elasticity

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