1 2 #11 -+ x 24 in. 2 in 1—2} in. -2 9 in. -14 in. ey = 10 in (b)
Problem 3 Use the interaction diagrams to determine Po values for the short columns shown, which have bending about one axis. fy = 60,000 psi., and f' =4000 psi
1 2 #11 -+ x 24 in. 2 in 1—2} in. -2 9 in. -14 in. ey = 10 in (b) Problem 3 Use the interaction diagrams to determine
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1 2 #11 -+ x 24 in. 2 in 1—2} in. -2 9 in. -14 in. ey = 10 in (b) Problem 3 Use the interaction diagrams to determine
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