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Problem 1. The beam cross sections shown (A and B) have #3 stirrups spaced at 8 inches on center. The concrete is normal weight concrete with specified compressive strength of 3,500 psi. The stirrups are made of steel having a yield value of 60,000 psi. Determine the design shear strength of the d = 25.5" h= 20" d = 17.5" h = 28" cross-sections. b= 14" b = 24" Cross section A Cross section B

Problem 1. The beam cross sections shown (A and B) have #3 stirrups spaced at 8 inches on center. The concrete is normal weight concrete with specified compressive strength of 3,500 psi. The stirrups are made of steel having a yield value of 60,000 psi. Determine the design shear strength of the d = 25.5" h= 20" d = 17.5" h = 28" cross-sections. b= 14" b = 24" Cross section A Cross section B

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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Problem 1. The beam cross sections shown (A and B) have #3 stirrups spaced at 8 inches on center. The concrete is normal weight concrete with specified compressive strength of 3,500 psi. The stirrups are made of steel having a yield value of 60,000 psi. Determine the design shear strength of the d = 25.5" h= 20" d = 17.5" h = 28" cross-sections. b= 14" b = 24" Cross section A Cross section B
Transcribed Image Text:Problem 1. The beam cross sections shown (A and B) have #3 stirrups spaced at 8 inches on center. The concrete is normal weight concrete with specified compressive strength of 3,500 psi. The stirrups are made of steel having a yield value of 60,000 psi. Determine the design shear strength of the d = 25.5" h= 20" d = 17.5" h = 28" cross-sections. b= 14" b = 24" Cross section A Cross section B
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