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Determine the design axial and moment capacity at eccentricity of 95 mm.

Determine the design axial and moment capacity at eccentricity of 95 mm.

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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Please use this diagram as a reference in Column Interaction Diagram.

https://drive.google.com/file/d/195JZiqbI4LQztUEVA70eKlmkVcaUp5AI/view?usp=sharing

A 450 mm x 550 mm TIED column is reinforced with 12-20 distributed evenly all of the sides. 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 design axial and moment capacity at eccentricity of 95 mm.
Transcribed Image Text:A 450 mm x 550 mm TIED column is reinforced with 12-20 distributed evenly all of the sides. 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 design axial and moment capacity at eccentricity of 95 mm.
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