Homework #3-1 Solve the following problems by ABAQUS and verify the solutions <Example 8 2D Elasticity Examples using CST> 1 in. E=30×106 psi v=0.3 t = 1 in 20 in. 10 in. T = 1000 psi d3x 609.6 dzy 4.2 × 10-6 in Original problem d4x 663.7 day 104.1 3 Element 1 5000 lb σχ 1005 = 301 psi 2.4 x Discretized model 5000 lb Txy Element 2 Txy = 995 -1.2 psi 2.4

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