A thin steel plate with the profile shown below is subjected to an axial load. Approximate the deflection and the average normal stresses along the plate using the model shown in the figure. The plate has a thickness of 0.125 in and a modulus of elasticity E = 28000 Ksi.

 

Transcribed Image Text:

2 in 12 in 2 in 500 Ib 500 lb in -IN in 2 in 12 in 2 in 500 Ib 500 lb in -IN in

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