using finite element method Determine the displacement components at node 3 and the element forces for the plane truss shown in Figure 2 . Let ( A=50 times 10^{-4} mathrm{~m}^{2} ) and ( E=210 mathrm{GPa} ) for all elements. Figure 2

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using finite element method   Determine the displacement components at node 3 and the element forces for the plane truss shown in Figure 2 . Let  ( A=50  times 10^{-4}  mathrm{~m}^{2}  ) and  ( E=210  mathrm{GPa}  ) for all elements. Figure 2

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