1. Column A is part of a moment frame in both axes (east-west and north-south directions). Beam B is part of a moment fr
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1. Column A is part of a moment frame in both axes (east-west and north-south directions). Beam B is part of a moment fr
1. Column A is part of a moment frame in both axes (east-west and north-south directions). Beam B is part of a moment frame in the east-west direction. Using the demands below, determine if the shapes are adequate for the applied forces. Ignore shear and serviceability. Indicate assumed Lb, Lc for each element. W18x40 24 ft B 24 ft SECTION 1-1 Beam-Column A Pa = 380 k Ma, = 240 k-ft Ma, = 125 k-ft Beam-Column B Pa = 135 k Ma, = 65 k-ft 20 ft 25 ft H H H 1 1 1 1 1 1 H H➤ W12x152 18 ft
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