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
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.10.2P
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