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Solution: D
Solution: A
Solution: В
From the NCEES Ref. Handbook, фь =0.9.
Solution: A
AISC Table 3-2
“Lateral- Torsion Buckling”
AISC Table 3-2
“Design Shear strength”
“Table 3-10”
TABLE 3-10
W Shapes Dimensions and Properties Table
“Design compressive strength”
“Table 4-14”
Solution: D