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 10 in. standard I-beam of 25.4 lb per ft has a cross-sectional area of 7.38 in.2 and a moment of inertia of 122.1 in.4 Suppose a steel plate 10 in. deep and 3/4 in. thick is used in bending when standing on edge. Compare the relative carrying capacities for the two beams.
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