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 50 × 50 mm steel column with hinged ends is 1500 mm long. Yield strength of the material is 275 MPa. Fs = 2.5. Initial crookedness a = 1.25 mm. Find the load capacity. E = 206,700 MPa.
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