13 Ft Optional Extra Credit Problem 15 Points Column Cd In The Unbraced Frame Is Oriented With Major Axis Bending And 1 (37.07 KiB) Viewed 18 times
13 Ft Optional Extra Credit Problem 15 Points Column Cd In The Unbraced Frame Is Oriented With Major Axis Bending And 2 (37.07 KiB) Viewed 18 times
13 ft Optional Extra Credit Problem (15 points) 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 L) = 20 ft and C)= (1.05 +0.01b) for the bending moment capacity in Table 3-10. D 20 ft - 28 ft to 28 ft
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