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

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...

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