Design the reinforcement of the section shown. For concrete, fc' = 21 MPa and for steel, fy = 275 MPa. Beam section has a width of 250 mm and a total depth of 500 mm. The steel cover is 70 mm. a. WD = 5 kN/m (including beam weight), WL = 6 kN/m b. WD = 2 kN/m (including beam weight), WL = 1 kN/m c. WD = 15 kN/m (including beam weight), WL = 26 kN/m

Design the reinforcement of the section shown. For concrete, fc' = 21 MPa and for steel, fy = 275 MPa. Beam section has a width of 250 mm and a total depth of 500 mm. The steel cover is 70 mm. a. WD = 5 kN/m (including beam weight), WL = 6 kN/m b. WD = 2 kN/m (including beam weight), WL = 1 kN/m c. WD = 15 kN/m (including beam weight), WL = 26 kN/m

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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