Calculate the nominal capacity (Pn and Mn) and the eccentricity (e) for the column whose cross-section shown in Figure below when the applied load tensile strain equal to 0.001 at the third layer of steel reinforcement from left. Given f c=25 MPa, .fy=350 MPa Plastiç centroid 65 , 173.33, 173.33 173.33, 65, Ph 10#29 bars 350

Calculate the nominal capacity (Pn and Mn) and the eccentricity (e) for the column whose cross-section shown in Figure below when the applied load tensile strain equal to 0.001 at the third layer of steel reinforcement from left. Given f c=25 MPa, .fy=350 MPa Plastiç centroid 65 , 173.33, 173.33 173.33, 65, Ph 10#29 bars 350

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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