Combined Axial and Bending
Combined axial compression and bending
σ=−PA±McI
Combined axial tension and bending
σ=PA±McI
For the flexure quantity Mc/I, use (+) for fibers in tension and (-) for fibers in compression.
Problem 902
Compare the maximum stress in bent rod 1/2 in. square, where the load P is 1/2 in. off center as shown in Figure P-902, with the maximum stress if the rod were straight and the load applied axially.

Solution 902
For P applied off-center:
σ=−PA−6Mbd2
σ=−P0.52−6(0.5P)0.5(0.52)
σ=−28P
For P applied axially:
σ=−P0.52
σ=−4P
Ratio=−28P−4P
Ratio=71 answer