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Problem 1. Consider the beam cross sections shown in figures (a) and (b). If the material comprising beams with these cross s

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(en) Tall = 25000psi D= 6inch (y = / 64 2 Jaz 189 - (%) (0) In = 56.867304] M = 25000 x 56.8673_473893.76 lbs.in 6/2 Mmax (0)

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