Question 2: A rectangular short tied column of size 600x350 mm is reinforced with 10-25 mm bars as show below, the column supports a concentric service load 1000 kN and eccentric service load 800 kN acts at both ends of the column with eccentricity = 100 mm. Check the adequacy of this column for the applied loads. Fc=27.6 N/mm², Fy=414 N/mm².

Question 2: A rectangular short tied column of size 600x350 mm is reinforced with 10-25 mm bars as show below, the column supports a concentric service load 1000 kN and eccentric service load 800 kN acts at both ends of the column with eccentricity = 100 mm. Check the adequacy of this column for the applied loads. Fc=27.6 N/mm², Fy=414 N/mm².

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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