1.

A circular column is subjected to an un-factored load of 1600 kN. The effective length of the column is 3.5 m, the concrete is M 25, and the value of \({\rho _g} = \frac{{{A_{SC}}}}{{{A_g}}} = 2\%\) for Fe 415 steel. The design diameter of the column will be nearly

A. 446 mm
B. 432 mm
C. 424 mm
D. 410 mm
Answer» B. 432 mm


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