Draw and dimension the load and reaction diagram, the shear diagram, and the bending moment diagram for the beams shown in the following figures:
A column is made from a piece of steel pipe 144 in. long. OD = 4.50 in. ID = 4.30 in. Yield strength of the material is 36,000 psi. Fs = 10. Initial crookedness a = 0.2 in. Find the load capacity if the column can be considered as having hinged ends.
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