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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 | |