Q3: Evaluate the steel area required for the a simply supported beam with the section shown below. use 025 bars with f, 420 MPa and concrete compressive strength strength f. = 25 MPa, the beam span = 5m and carry loads wd=7 kN/m ,wl310 kN/m. use transformed section method and neglect beam self-weight. 370 mm 450 mm 19 -250 mm

Q3: Evaluate the steel area required for the a simply supported beam with the section shown below. use 025 bars with f, 420 MPa and concrete compressive strength strength f. = 25 MPa, the beam span = 5m and carry loads wd=7 kN/m ,wl310 kN/m. use transformed section method and neglect beam self-weight. 370 mm 450 mm 19 -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 9.5.1P

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