Question: Determine the support reactions at and . Take E = 29(10 3 ) ksi, I = 300 in 4 , A = 10 in 2

2 k/ft A7 42 (2 6. 2 (3 3 20 ft 10 ft 8.
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Known Nodal Loads and Deflections The nodal loads acting on the unconstrained degree of freedom code ... View full answer
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