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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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. /ft³. and the uniformly distributed live load L=50 lbs/ft².
L-22¹
B
B. Girder G1: -
[82]
12'
Gl
GI
[BI]
FIG. 1-Steel Floor Beam
a) Strength - Bending and Shear
12'
+
I
1) Produce a sketch of the floor plan showing the tributary load distribution areas for the
beams and girders
[zul](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fcbedcdec-7e95-4b99-a657-72be00168f05%2Ff8cd9f03-e6ca-416a-879d-8e9d0e1850ac%2Fn6rinn_processed.png&w=3840&q=75)
Transcribed Image Text: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
B
B. Girder G1: -
[82]
12'
Gl
GI
[BI]
FIG. 1-Steel Floor Beam
a) Strength - Bending and Shear
12'
+
I
1) Produce a sketch of the floor plan showing the tributary load distribution areas for the
beams and girders
[zul
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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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