steel design solve the problem using NSCP 2015
Posted: Wed Jun 08, 2022 7:51 am
steel design solve the problem using NSCP 2015
Problem 3 • AW16 x 26 of A992 steel has an unbraced length of 8 feet. Using Cb = 1.0, a. Compute Lp and Lr. b. Compute the flexural design strength, Mn. c. Compute the allowable flexural strength M₁/22b.
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