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A simply supported rectangular beam 400 mm wide having an effective depth of 550 mm carries a total factored dead load 30 kN/m and a total factored live load of 50 kN/m. If the span is 6 meters, compute the 3- legged 10 mm stirrups spacing required. Use fc' = 21 MPa, fy = 345 MPa and fyv = 276 MPa * O138 168 O 140 148

A simply supported rectangular beam 400 mm wide having an effective depth of 550 mm carries a total factored dead load 30 kN/m and a total factored live load of 50 kN/m. If the span is 6 meters, compute the 3- legged 10 mm stirrups spacing required. Use fc' = 21 MPa, fy = 345 MPa and fyv = 276 MPa * O138 168 O 140 148

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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A simply supported rectangular beam 400 mm wide having an effective depth of 550 mm carries a total factored dead load 30 kN/m and a total factored live load of 50 kN/m. If the span is 6 meters, compute the 3- legged 10 mm stirrups spacing required. Use fc' = 21 MPa, fy = 345 MPa and fyv = 276 MPa O 138 O 168 O 140 O 148
Transcribed Image Text:A simply supported rectangular beam 400 mm wide having an effective depth of 550 mm carries a total factored dead load 30 kN/m and a total factored live load of 50 kN/m. If the span is 6 meters, compute the 3- legged 10 mm stirrups spacing required. Use fc' = 21 MPa, fy = 345 MPa and fyv = 276 MPa O 138 O 168 O 140 O 148
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