Given: Beam dimensions, b = 350 mm, h = 450 mm Effective cover to centroid of steel reinforcement = 75 mm Concrete f'c 27.5 MPa Main reinforcement steel, fy = 415 MPa Stirrups, fyv = 275 MPa Shear strength reduction factor = 0.75 Beam is subjected to shear and flexure only

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The beam is reinforced with 3 legs of 10 mm diameter stirrups spaced 90 mm on center. Determine the shear strength of the beam
Given:
Beam dimensions, b = 350 mm, h = 450 mm
Effective cover to centroid of steel reinforcement = 75 mm
Concrete f'c = 27.5 MPa
Main reinforcement steel, fy = 415 MPa
Stirrups, fyv = 275 MPa
Shear strength reduction factor =0.75
Beam is subjected to shear and flexure only
Transcribed Image Text:Given: Beam dimensions, b = 350 mm, h = 450 mm Effective cover to centroid of steel reinforcement = 75 mm Concrete f'c = 27.5 MPa Main reinforcement steel, fy = 415 MPa Stirrups, fyv = 275 MPa Shear strength reduction factor =0.75 Beam is subjected to shear and flexure only
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