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As shown below a rectangular R.C.C. column is subjected to compressive force P at an eccentricity of e. If the compression steel has yielded, the concrete has cracked and the neutral axis lies at a distance of 360 mm, calculate the limiting values P and e. 300- Asc $50 mm e 360 mm 400 mm N.A

As shown below a rectangular R.C.C. column is subjected to compressive force P at an eccentricity of e. If the compression steel has yielded, the concrete has cracked and the neutral axis lies at a distance of 360 mm, calculate the limiting values P and e. 300- Asc $50 mm e 360 mm 400 mm N.A

Structural Analysis
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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As shown below a rectangular R.C.C. column is subjected to compressive force P at an eccentricity of e. If the compression steel has yielded, the concrete has cracked and the neutral axis lies at a distance of 360 mm, calculate the limiting values P and e. 300 Asc 50 mm P. 360 mm 400 mm N.A + 50 mm st Given : (i) As = A (ii) yield stress of steel = 250 MPa (iii) modulus of elasticity = 2 x 105 MPa (iv) grade of concrete M20 = 10 cm2. %3D SC st
Transcribed Image Text:As shown below a rectangular R.C.C. column is subjected to compressive force P at an eccentricity of e. If the compression steel has yielded, the concrete has cracked and the neutral axis lies at a distance of 360 mm, calculate the limiting values P and e. 300 Asc 50 mm P. 360 mm 400 mm N.A + 50 mm st Given : (i) As = A (ii) yield stress of steel = 250 MPa (iii) modulus of elasticity = 2 x 105 MPa (iv) grade of concrete M20 = 10 cm2. %3D SC st
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