The floor structural system shown in Fig 1 comprise W-section steel beams and girders supportinga 5-inch thick concrete slab which provides full restraint to the flanges of the beams. The densityof concrete is 150 lbs. /ft³. and the uniformly distributed live load L=50 lbs/ft².L-22¹BB. Girder G1: -[82]12'GlGI[BI]FIG. 1-Steel Floor Beama) Strength - Bending and Shear12'+I1) Produce a sketch of the floor plan showing the tributary load distribution areas for thebeams and girders[zul

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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./ft. and the uniformly distributed live load L=50 lbs/ft². L-22¹ B. Girder G1: - B 12 Gl +² GI [19] a) Strength - Bending and Shear 12' R FIG. 1-Steel Floor Beam + I [zul Produce a sketch of the floor plan showing the tributary load distribution areas f beams and girders E

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./ft. and the uniformly distributed live load L=50 lbs/ft². L-22¹ B. Girder G1: - B 12 Gl +² GI [19] a) Strength - Bending and Shear 12' R FIG. 1-Steel Floor Beam + I [zul Produce a sketch of the floor plan showing the tributary load distribution areas f beams and girders E

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.13.1P

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Design economical spacing of 10 mm diameter stirrups for the beam which carries the loads shown. Design shear reinforcement of prestressed beam with the following properties listed. Properties: f^c=28 MPa fy = 276MPa Aps = 800 mm² Ds = 10mm Dm = 18mm fse = 800 MPa fpu = 1500 MPa fpe = 860 MPa Pe = 250kN
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./ft'. and the uniformly distributed live load L- 50 lbs/ft². L-22 B. Girder G1: - B [za] 12' GI GI 12 + [ial FIG. 1-Steel Floor Beam a) Strength - Bending and Shear -I 1) Produce a sketch of the floor plan showing the tributary load distribution areas for the beams and girders [za]
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.
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