For the space truss elements shown in Figures P3–38 and
P3–39, the global displacements at node 2 have been determined to be u
2
= 5 mm, v
2
= 10 mm, and w
2
= 15 mm. Determine the
displacement along the local x’ axis at node 2 of the elements. The
coordinates, in meters, are shown in the figures.
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