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A 450 mm x 550 mm TIED column is reinforced with 12-20 distributed evenly on the two short sides only. The steel cover used is 70 mm. the concrete strength used is 27. MPa and yield strength of reinforcements is 415 MPa. Use column interaction diagram a. Determine the possible design axial and moment capacity at eccentricity of 350

A 450 mm x 550 mm TIED column is reinforced with 12-20 distributed evenly on the two short sides only. The steel cover used is 70 mm. the concrete strength used is 27. MPa and yield strength of reinforcements is 415 MPa. Use column interaction diagram a. Determine the possible design axial and moment capacity at eccentricity of 350

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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A 450 mm x 550 mm TIED column is reinforced with 12-20 distributed evenly on the two short sides only. The steel cover used is 70 mm. the concrete strength used is 27.6 MPa and yield strength of reinforcements is 415 MPa. Use column interaction diagram. a. Determine the possible design axial and moment capacity at eccentricity of 350 mm.
Transcribed Image Text:A 450 mm x 550 mm TIED column is reinforced with 12-20 distributed evenly on the two short sides only. The steel cover used is 70 mm. the concrete strength used is 27.6 MPa and yield strength of reinforcements is 415 MPa. Use column interaction diagram. a. Determine the possible design axial and moment capacity at eccentricity of 350 mm.
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