Assume straight line instead of parabola for stress-strain curve of concrete as follows and partial factor of safety as 1.0. 0.67 0.002 0.0035 Strain A rectangular under-reinforced concrete section of 300mm width and 500mm effective depth is reinforced with 3 bars of grade Fe 415, each of 16m diameter. Concrete mix is M20. The depth of the neutral axis from the compression fibre is

Assume straight line instead of parabola for stress-strain curve of concrete as follows and partial factor of safety as 1.0. 0.67 0.002 0.0035 Strain A rectangular under-reinforced concrete section of 300mm width and 500mm effective depth is reinforced with 3 bars of grade Fe 415, each of 16m diameter. Concrete mix is M20. The depth of the neutral axis from the compression fibre is

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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Number 1 (parts i, ii, iii) please :)
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