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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
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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Concrete designs, third stage, civil engineering
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. 10025 350 600- Axis of Bending 1000 KN 100- 800 KN
Transcribed Image Text: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. 10025 350 600- Axis of Bending 1000 KN 100- 800 KN
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