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Engineering
Civil Engineering
beam is subjected to a shear of 150 kN. Bel ge width, bf = 200 mm ge thickness, all depth, d = 300 mm thickness, tw = 20 mm pute the maximum shear stress on the sec ct the correct response 34.65 MPa 29.34 MPa 37.87 MPa tf = 20 mm

beam is subjected to a shear of 150 kN. Bel ge width, bf = 200 mm ge thickness, all depth, d = 300 mm thickness, tw = 20 mm pute the maximum shear stress on the sec ct the correct response 34.65 MPa 29.34 MPa 37.87 MPa tf = 20 mm

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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An I-beam is subjected to a shear of 150 kN. Below are its section properties Flange width, bf = 200 mm Flange thickness, Overall depth, d = 300 mm Web thickness, tw = 20 mm Compute the maximum shear stress on the section. Select the correct response 34.65 MPa 29.34 MPa 37.87 MPa 32.08 MPa tf = 20 mm
Transcribed Image Text:An I-beam is subjected to a shear of 150 kN. Below are its section properties Flange width, bf = 200 mm Flange thickness, Overall depth, d = 300 mm Web thickness, tw = 20 mm Compute the maximum shear stress on the section. Select the correct response 34.65 MPa 29.34 MPa 37.87 MPa 32.08 MPa tf = 20 mm
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