For the bar elements shown in Figure P3–17, the global displacements have been determined to be u1 =0.0, v1 =2.5 mm, u2 =5.0 mm, and v2 =3.0 mm. Determine the local x ′ displacements at the ends of each bar. Let E =210 GPa, A =10 10 4 m2, and L = 3 m for each element.
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