Select the lightest available W sections of A992 steel for the beams only shown in figure. The floor slab is 6 in reinforced concrete (weight = 150 lb/ft3) and supports a 125 psf uniform live load. Assume that continuous lateral bracing of the compression flange is provided. The maximum permissible TL deflection is L/240. Include bending, shear and deflection. Solve according to AISC-LRFD specifications. TIA

Select the lightest available W sections of A992 steel for the beams only shown in figure. The floor slab is 6 in reinforced concrete (weight = 150 lb/ft3) and supports a 125 psf uniform live load. Assume that continuous lateral bracing of the compression flange is provided. The maximum permissible TL deflection is L/240. Include bending, shear and deflection. Solve according to AISC-LRFD specifications. TIA

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.7.6P

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