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 12-in. standard I-beam of 31.8 lb per ft has Ix = 215.8 in.4 and Iy = 9.5 in.4 The width of the flange is 5 in. Find the percentage increase in bending stress caused by changing a vertical load to one inclined at 1° to the vertical.
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