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Problem 1: For the given one-way slab supported by beams as shown below, calculate the required spacing of #4 rebar at location B and D, also check for maximum shear. Assume the concrete cover to be 0.75". if fc = 4 ksi, fy= 60 ksi, normal weight concrete, Loads are WD-70 psf, WL-80 psf, Ln=20 ft, include the self-weight of the slab as dead load. Slab thickness of 10 inches. 1' A B + 20' C 1' D E 20' D D 1' E + 20' 1'

Problem 1: For the given one-way slab supported by beams as shown below, calculate the required spacing of #4 rebar at location B and D, also check for maximum shear. Assume the concrete cover to be 0.75". if fc = 4 ksi, fy= 60 ksi, normal weight concrete, Loads are WD-70 psf, WL-80 psf, Ln=20 ft, include the self-weight of the slab as dead load. Slab thickness of 10 inches. 1' A B + 20' C 1' D E 20' D D 1' E + 20' 1'

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Subject is Reinforced Concrete Design
Problem 1: For the given one-way slab supported by beams as shown below, calculate the required spacing of #4 rebar at location B and D, also check for maximum shear. Assume the concrete cover to be 0.75". if f'c = 4 ksi, fy= 60 ksi, normal weight concrete, Loads are WD-70 psf, WL-80 psf, L₁=20 ft, include the self-weight of the slab as dead load. Slab thickness of 10 inches. A B 20' C 1' E 20' D D 1' E 20' D 1'
Transcribed Image Text:Problem 1: For the given one-way slab supported by beams as shown below, calculate the required spacing of #4 rebar at location B and D, also check for maximum shear. Assume the concrete cover to be 0.75". if f'c = 4 ksi, fy= 60 ksi, normal weight concrete, Loads are WD-70 psf, WL-80 psf, L₁=20 ft, include the self-weight of the slab as dead load. Slab thickness of 10 inches. A B 20' C 1' E 20' D D 1' E 20' D 1'
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