Question: Determine the support reactions at the fixed supports and . Take E = 200 GPa, I = 300(10 6 ) mm 4 , A =

12 kN/m 1) 2 m - 4 m- 10 kN 2 m 6. (3'
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Known Nodal Loads and Deflections The nodal load acting on the unconstrained degree of freedom code ... View full answer
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