For the two-bar truss shown in Figure 2, a force P = 1000 kN is applied...

  

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For the two-bar truss shown in Figure 2, a force P = 1000 kN is applied at node 1 in the positive y dırection while node 1 settles an amount 8 = 50 mm in the negative x direction Let E = 210 GPa and A = 6x 10-4 m? for each element The lengths of the elements are shown n the figure. Determine (21) 21 The displacement in the y direction of node 1, 22 The axial force in each element. (14) 3 m 3 P = 1000 kN (2) 8 = 50 mm 4 m Figure 2 For the two-bar truss shown in Figure 2, a force P = 1000 kN is applied at node 1 in the positive y dırection while node 1 settles an amount 8 = 50 mm in the negative x direction Let E = 210 GPa and A = 6x 10-4 m? for each element The lengths of the elements are shown n the figure. Determine (21) 21 The displacement in the y direction of node 1, 22 The axial force in each element. (14) 3 m 3 P = 1000 kN (2) 8 = 50 mm 4 m Figure 2