Question: A rectangular column is shown in the figure, assuming fc'=28Mpa,fy=-345Mpa, and e=155mm, calculate the following:b300mboJaC70mmPem1. stress of outermost tension bars2. Stress of rebar below the plastic centroid3. depth of neutral axis4. Ultimate axial force capacity of the sectionmmMpakNMpa

Question: A rectangular column is shown in the figure, assuming fc'=28Mpa, fy=345Mpa, and e=155mm, calculate the following: 91650 70mm Pem 1. stress of outermost tension bars 2. Stress of rebar below the plastic centroid 3. depth of neutral axis 4. Ultimate axial force capacity of the section mm Mpa kN Mpa

Question: A rectangular column is shown in the figure, assuming fc'=28Mpa, fy=345Mpa, and e=155mm, calculate the following: 91650 70mm Pem 1. stress of outermost tension bars 2. Stress of rebar below the plastic centroid 3. depth of neutral axis 4. Ultimate axial force capacity of the section mm Mpa kN Mpa

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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