For the plane trusses shown in Figures P3-29 and P3-30, determine the horizontal and vertical displacements of node 1 and the stresses in each element. All elements have E = 210 GPa and A = 4.0 × 10–4 m². %3D %3D 1) 2 m 3 m 1 60° 5 m 40 kN (3 E 3.
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