4. (20 pts) The three-node bar element has a distributed load applied along its length. The distributed load has a linea
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4. (20 pts) The three-node bar element has a distributed load applied along its length. The distributed load has a linea
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 u(x) = us U- 2(4 + - 2ux) x2, Z 22 determine the work equivalent nodal loads for this case. X + p(x)=qx
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