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Problem No.1: Determine the maximum factored load Wu (use unit weight of concrete = 24kN/m³) for the doubly reinforced rectangular beam section shown at midspan with 12mm stirrups. The beam is exposed to weather with concrete cover of 50mm. Use f'c-31.05 MPa and grade 60 reinforcing bars. As 2-16mm As = 8-36mm 2/3-bars bundled 650mm Pu = 15kN 1.50 m Wu 6.00m Pu = 15kN 1.50 m

Problem No.1: Determine the maximum factored load Wu (use unit weight of concrete = 24kN/m³) for the doubly reinforced rectangular beam section shown at midspan with 12mm stirrups. The beam is exposed to weather with concrete cover of 50mm. Use f'c-31.05 MPa and grade 60 reinforcing bars. As 2-16mm As = 8-36mm 2/3-bars bundled 650mm Pu = 15kN 1.50 m Wu 6.00m Pu = 15kN 1.50 m

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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Solve the problem according to the formulas in NSCP 2015 7th Edition.

Problem No.1: Determine the maximum factored load Wu (use unit weight of concrete = 24kN/m³) for the doubly reinforced rectangular beam section shown at midspan with 12mm stirrups. The beam is exposed to weather with concrete cover of 50mm. Use f'c-31.05 MPa and grade 60 reinforcing bars. As 2-16mm As = 8-36mm 2/3-bars bundled 400mm 650mm Pu = 15kN 1.50 m Wu 6.00m Pu = 15kN M 1.50 m
Transcribed Image Text:Problem No.1: Determine the maximum factored load Wu (use unit weight of concrete = 24kN/m³) for the doubly reinforced rectangular beam section shown at midspan with 12mm stirrups. The beam is exposed to weather with concrete cover of 50mm. Use f'c-31.05 MPa and grade 60 reinforcing bars. As 2-16mm As = 8-36mm 2/3-bars bundled 400mm 650mm Pu = 15kN 1.50 m Wu 6.00m Pu = 15kN M 1.50 m
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