Draw and dimension the load and reaction diagram, the shear diagram, and the bending moment diagram for the beams shown in the following figures:
The uniformly distributed normal and shear forces for edge AB of the plate of Fig. 1 are 15,000 and 24,000 lb, respectively. For edge BC the normal and shear forces are 100,000 and 32,000 lb, respectively. Draw an element for the given state of stress; also draw the Mohr circle. Draw the element with sides parallel to the x and y axes and show the stresses that arc acting on it.
Figure 1

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