Q3: Evaluate the steel area required for the a simply supported beam with the section shown below. use Ø25 bars with fy =420 MPa and concrete compressive strength strength f. = 25 MPa, the beam span carry loads wd37 kN/m ,wl-=10 kN/m. use transformed section method and neglect beam self-weight. 5m and 370 mm 450 mm -250 mm

Q3: Evaluate the steel area required for the a simply supported beam with the section shown below. use Ø25 bars with fy =420 MPa and concrete compressive strength strength f. = 25 MPa, the beam span carry loads wd37 kN/m ,wl-=10 kN/m. use transformed section method and neglect beam self-weight. 5m and 370 mm 450 mm -250 mm

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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