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 fe-31.05 MPa and grade 60 reinforcing bars. A =2-16mm A. = 8-36mm 2/3-bars bundled 400mm 650mm Pu= 15kN ↓↓↓ 7777 1.50 m 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 fe-31.05 MPa and grade 60 reinforcing bars. A =2-16mm A. = 8-36mm 2/3-bars bundled 400mm 650mm Pu= 15kN ↓↓↓ 7777 1.50 m 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 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...

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