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A 200mmx400mm rectangular beam has 5-20mm diameter rebar at the tension side and 2-20 diameter rebar at the compression side. Determine the design moment capacity of the beam in (kN-m). [Answer in 3 decimal places] Given: db(main bars)=20mm dbs(stirrups) 10mm concrete cover = 35mm fy = 420 MPa fc' = 35 MPa

A 200mmx400mm rectangular beam has 5-20mm diameter rebar at the tension side and 2-20 diameter rebar at the compression side. Determine the design moment capacity of the beam in (kN-m). [Answer in 3 decimal places] Given: db(main bars)=20mm dbs(stirrups) 10mm concrete cover = 35mm fy = 420 MPa fc' = 35 MPa

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 200mmx400mm rectangular beam has 5-20mm diameter rebar at the tension side and 2-20 diameter rebar at the compression side. Determine the design moment capacity of the beam in (kN-m). [Answer in 3 decimal places] Given: db(main bars)=20mm dbs(stirrups) = 10mm concrete cover = 35mm fy = 420 MPa fc' = 35 MPa 169.576 kN-m 163.161 kN-m 156.278 kN-m 153.018 kN-m
Transcribed Image Text:A 200mmx400mm rectangular beam has 5-20mm diameter rebar at the tension side and 2-20 diameter rebar at the compression side. Determine the design moment capacity of the beam in (kN-m). [Answer in 3 decimal places] Given: db(main bars)=20mm dbs(stirrups) = 10mm concrete cover = 35mm fy = 420 MPa fc' = 35 MPa 169.576 kN-m 163.161 kN-m 156.278 kN-m 153.018 kN-m
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