Calculate the shear stress at point A and bending stress at point B on the cross section shown below, if the shear force on this cross section is 15 kN, and the bending moment is 500 N-m. 200 mm 150 mm A 150 mm EQNS: Flexure formula: o=My/l, shear formula: T=VQ/lt. where M-bending moment, y=distance from neutral axis, I= moment of inertia (I=bh/12 for rectangular), Q=moment of area (Q=EAy), and t-thickness.

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