Question: 1 0 - 1 1 Using F y = 5 0 ksi, select the lightest available W - shape section for the span and loading

10-11 Using Fy=50ksi, select the lightest available W-shape section for the span and loading shown. Make your initial member selection based on moment and check for shear. Neglect the beam self-weight in your calculations. The members are assumed to have full lateral bracing of their compression flanges.
10-11.(Ans. W24\times 84 LRFD; W2784 ASD)
FIGURE P10-11
1 0 - 1 1 Using F y = 5 0 ksi, select the

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