13 Ft D Column Cd In The Unbraced Frame Is Oriented With Major Axis Bending And Is A W12x106 Using The Direct Analysis 1 (124.44 KiB) Viewed 17 times
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13 ft D Column CD in the unbraced frame is oriented with major-axis bending and is a W12x106. Using the Direct Analysis Method, determine the maximum required moment M, the column can resist if, based on a 2nd-order analysis, P, = (160 + 5a) kips. Use minor-axis buckling for the axial load capacity in Table 4-1a, and Lb = 20 ft and Cb = (1.05 + 0.01b) for the bending moment capacity in Table 3-10. 20 ft C 28 ft 28 ft
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