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 dimensions in Fig. 1 refer to the unloaded steel plate. After uniform normal stresses σx and σy are applied to the edges, the dimensions become 2.997 in. and 5.002 in. For μ = 0.3, find the values of σx and σy.
Figure 1
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