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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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