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Engineering · Civil Engineering
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A 2.5e3 mm2, E 200e3 N/mm2, p 7.68e-6 Kg/mm3, v 0.29.(Compute in N, mm and N/mm2). Calculate by Hypermesh and MOM: a. The vertical deflection at point A b. The horizontal deflection at point B C. Loads&stresses in all elements For MOM, use Method of Joints to find truss loads and Castigliano Theorem to find deflections. 2 m 30 kN 1.5 m 60 kN
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