a 4. (20 pts) The three-node bar element has a distributed load applied along its length. The distributed load has a lin
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a 4. (20 pts) The three-node bar element has a distributed load applied along its length. The distributed load has a lin
a 4. (20 pts) The three-node bar element has a distributed load applied along its length. The distributed load has a linear value of qx. Assuming the approximate displacement function ū(x) = uz + U2 - U 2(u + uz – 2u3) x?, ) -x L L2 determine the work equivalent nodal loads for this case. 3 X + 2 p(x)=qx
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