Draw the shear and bending moment diagrams for the beams shown in the following figures and find the values of the maximum bending stress.
Compute the values of the transverse shear stress at points 25, 50, 75, and 100 mm below the top surface of the beam in Fig. 1 for cross sections to left of the load. The beam is 150 mm wide and 200 mm deep.
Figure 1

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