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2-11. Determine the shear strain yy at corners D and Cif the plastic distorts as shown by the dashed lines. y 12 mm 4 mm 8 mm
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Revised by Dr N.D.V. PRASADA RAO 1S d+p 3c0mm 9 mm yobmm> ket Sam piate des tests and A find CAre nueel to Constmuct bnd outTn Ale tonp 33 303 mm B .156 3 O.0132 ad. 11 In 5 mm 401mn 401 3 0124 ad D n o.0132 t o.0049 0.0181ad Jain D 013 2 t O /24 Gr

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