Question: 9 - 1 [ to 9 - 1 0 geoquad . Using both LRFD and ASD, select the most economical sections, with F _

9-1[ to 9-10\geoquad . Using both LRFD and ASD, select the most economical sections, with F_y=50 ksi, unless otherwise specified, and assuming
9-1 to 9-10. Using both LRFD and ASD, select the most economical sections, with Fy=50ksi, unless otherwise specified, and assuming full lateral bracing for the compression flanges. Working or service loads are given for each case, and beam self-weights are not included.
Figure P9-4 full lateral bracing for the compression flanges. Working or service loads are given for each case, and beam selfweights are not included.FIGURE P9-6
9 - 1 [ to 9 - 1 0 \ geoquad . Using both LRFD

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