Given the following data of a doubly-reinforced rectangular beam. Beam width, b=410mm 20 mm Overall depth, h = 650mm Tension bar diameter -28mm Compression bars, 3-20mm Concrete strength, fc'=20.7MPA Steel strength.fy=345MPA 28 mm Clear concrete cover to 10-mm stirrup =40mm a) Compute the balanced tension steel area. b) Compute the design strength of the beam using three 28mmø tension bar c) Compute the design strength of the beam using six 28mm mmø tension bars

Given the following data of a doubly-reinforced rectangular beam. Beam width, b=410mm 20 mm Overall depth, h = 650mm Tension bar diameter -28mm Compression bars, 3-20mm Concrete strength, fc'=20.7MPA Steel strength.fy=345MPA 28 mm Clear concrete cover to 10-mm stirrup =40mm a) Compute the balanced tension steel area. b) Compute the design strength of the beam using three 28mmø tension bar c) Compute the design strength of the beam using six 28mm mmø tension bars

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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