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 total normal force uniformly distributed over edge AB of the plate of Fig. 1 is 67,500 N, and the total shear force is 54,000 N. For edge BC the normal and shear forces are 607,500 N and 135,000 N, respectively. Draw a view showing an element with the given state of stress and also draw the corresponding Mohr circle. Draw an element with sides parallel to the x and y axes and show the stresses acting on it.
Figure 1

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