For the simply supported structural steel W 14 61 wide flange beam shown in Figure P12–5, compare…


For the solely cheered structural steel W 14  61 large flange shine shown in Figure P12–5, assimilate the extract component model results delay the pure shine lithe results for divergence and lithe stress. The shine is subjected to a accessible perpendicular assault of 22 kip. The cross-sectional area is 17.9 in.2, profundity is 13.89 in., flange width is 9.995 in., flange pinguitude is 0.645 in., web pinguitude is 0.375 in., and moment of inertia about the tenacious axis is 640 in.4