Combined Bending and Vertical Shear Stresses A rectangular bar is used as a beam carrying a con Centrated load of 5500 lb at the middle of its 60-in length. The cross section is 2.00 in wide and 6.00 in high with the 6.00-in dimension oriented vertically. Compute the maximum shear stress that occurs in the bar near the load at the following points within the section:
(a) At the bottom of the bar.
(b) At the top of the bar.
(c) At the neutral axis.
(d) At a point 1.0 in above the bottom of the bar.
(e) At a point 2.0 in above the bottom of the bar
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