For the following problem, unless noted otherwise, refer to Appendices F and/or G for necessary mechanical properties. Unless noted otherwise, assume gray cast iron, as appropriate.
A prismatic bar, 50 mm by 75 mm in cross section, is subjected to an axial tensile load of 50 kN.
(a) Compute the maximum shear stress developed in the bar.
(b) Compute the shear stress and tensile stress on a plane whose normal is inclined at 70° to the line of action of the axial load.
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