Problem 2: (35 pts) 2 1.2 ksi Assume plane stress conditions apply. Calculate : a) Displacements at nodes 0.8 ksi © ¢ ®
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Problem 2: (35 pts) 2 1.2 ksi Assume plane stress conditions apply. Calculate : a) Displacements at nodes 0.8 ksi © ¢ ®
Problem 2: (35 pts) 2 1.2 ksi Assume plane stress conditions apply. Calculate : a) Displacements at nodes 0.8 ksi © ¢ ® (inch) b) Support reactions at nodes 0. (kips) c) Stresses in elements 1 & 2.(ksi) d) Principal stresses (kst) e) Principal angles (degrees) h 15" E = 29,000 ksi V=0.3 to 1"
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