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Possible design axial and moment capacity at eccentricity

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Reference no: EM133215679

Question

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 95 mm.

Reference no: EM133215679

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