Question: A rectangular column is shown in the figure, assuming fc'=28Mpa, fy=345Mpa, and e=200mm, calculatethe following:Xeotopn10-14mOyO6 d.70mm70mm120mm7mm70mm1. stress of outermost tension bars2. Stress of rebar below the plastic centroid3. depth of neutral axis4. Ultimate axial force capacity of the sectionmmMpa_kNMpa X300mmo10-14P70mm70mm120mmDam70mm

Question: A rectangular column is shown in the figure, assuming fc'=28Mpa, fy=345Mpa, and e=200mm, calculate the following: 300mm 10-14m y O 089 70mm 70mm 120m pmm 70mm ________Mpa 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 KN Mpa

Question: A rectangular column is shown in the figure, assuming fc'=28Mpa, fy=345Mpa, and e=200mm, calculate the following: 300mm 10-14m y O 089 70mm 70mm 120m pmm 70mm ________Mpa 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 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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