If the Engineer use 7pcs -25mm bar having fy = 345 Mpa and concrete strength f'c = 21 Mpa for the column as shown, Determine the Ultimate axial capacity of the column considering eccentricity along x-axis equal to 40mm, in 3 decimal places. Net concrete cover from the center of the bar is 75mm. The column is intended to resist ultimate axial load of 1500 Kn. 400 + 75 ● 75 400

If the Engineer use 7pcs -25mm bar having fy = 345 Mpa and concrete strength f'c = 21 Mpa for the column as shown, Determine the Ultimate axial capacity of the column considering eccentricity along x-axis equal to 40mm, in 3 decimal places. Net concrete cover from the center of the bar is 75mm. The column is intended to resist ultimate axial load of 1500 Kn. 400 + 75 ● 75 400

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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