The floor structural system shown in Fig 1 comprise W-section steel beams and girders supporting a 5-inch thick concrete slab which provides full restraint to the flanges of the beams. The density of concrete is 150 lbs./ft³. and the uniformly distributed live load L- 50 lbs/ft². L-22¹ 12' A. Beam B2 Gl GI [BI] FIG. 1-Steel Floor Beam 12' + (a) Strength Design i. Flexure (Bending) ii. Shear iii. Serviceability Design - Deflection --I 1) Produce a sketch of the floor plan showing the tributary load distribution areas for the beams and girders [B2] 2) Using AISC LRFD methodology design the following structural members using W-section A992 steel (Fy = 50 ksi). Assume the beams are cambered to offset dead load deflection. Use Design Tables in your solution.

The floor structural system shown in Fig 1 comprise W-section steel beams and girders supporting a 5-inch thick concrete slab which provides full restraint to the flanges of the beams. The density of concrete is 150 lbs./ft³. and the uniformly distributed live load L- 50 lbs/ft². L-22¹ 12' A. Beam B2 Gl GI [BI] FIG. 1-Steel Floor Beam 12' + (a) Strength Design i. Flexure (Bending) ii. Shear iii. Serviceability Design - Deflection --I 1) Produce a sketch of the floor plan showing the tributary load distribution areas for the beams and girders [B2] 2) Using AISC LRFD methodology design the following structural members using W-section A992 steel (Fy = 50 ksi). Assume the beams are cambered to offset dead load deflection. Use Design Tables in your solution.

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.7.4P

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