Using the direct stiffness method for the truss shown in Figure 2, solve for the following: a) The horizontal and vertical components of displacement at node 3 [40 Marks] b) The element forces for the plane truss [20 Marks] Let ( A=50 times 10^{-4} mathrm{~m}^{2} ) and ( E=210 mathrm{GPa} ) for all elements

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Using the direct stiffness method for the truss shown in Figure 2, solve for the following: a) The horizontal and vertical components of displacement at node 3 [40 Marks] b) The element forces for the plane truss [20 Marks] Let  ( A=50  times 10^{-4}  mathrm{~m}^{2}  ) and  ( E=210  mathrm{GPa}  ) for all elements

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