For the space truss elements shown in Figures P3–36 and
P3–37, the global displacements at node 1 have been determined to be u
1
= 0:1 in., v
1
= 0:2 in., and w
1
= 0:15 in. Determine the
displacement along the local x’ axis at node 1 of the elements. The
coordinates, in inches, are shown in the figures.
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