Problem 4: Determine LRFD flexural capacity (M.) for a W21x73 used as a beam with an unbraced length of the compression
Posted: Sun May 08, 2022 9:34 pm
Problem 4: Determine LRFD flexural capacity (M.) for a W21x73 used as a beam with an unbraced length of the compression flange of a) 6 ft, and b) 12 ft. Use A992 steel (Fy = 50 ksi) and Cb = 1.0.