se Fy= 50 ksi and select a W-shapefor a typical floor beam ABfor the following conditions: Assume that the floor slab provides continuous lateral support. Slab thickness = 5.0 in. (normal-weight concrete) Partition load = 22 psf Weight of ceiling = 7 psf Live load = 100 psf The maximum live load deflection cannot exceed L/360.
se Fy= 50 ksi and select a W-shapefor a typical floor beam ABfor the following conditions: Assume that the floor slab provides continuous lateral support. Slab thickness = 5.0 in. (normal-weight concrete) Partition load = 22 psf Weight of ceiling = 7 psf Live load = 100 psf The maximum live load deflection cannot exceed L/360.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Use Fy= 50 ksi and select a W-shapefor a typical floor beam ABfor the following conditions:
- Assume that the floor slab provides continuous lateral support.
- Slab thickness = 5.0 in. (normal-weight concrete)
- Partition load = 22 psf
- Weight of ceiling = 7 psf
- Live load = 100 psf
- The maximum live load deflection cannot exceed L/360.
Transcribed Image Text:4 @ 6' = 24'
35'
B
H-
I-
I-
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