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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Step 1: Introduce the problem statement
VIEWStep 2: Classify the slab
VIEWStep 3: Determine the ultimate load on slab
VIEWStep 4: Load on long and short span
VIEWStep 5: Compute load on girder G1
VIEWStep 6: Compute Maximum bending moment and shear force
VIEWStep 7: Determine required section modulus
VIEWStep 8: Selecting a trial section for design
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