MCQOPTIONS
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| 1. |
The load carrying capacity of a column designed by working stress method is 500 kN. The ultimate load of the column is |
| A. | 500 kN |
| B. | 662.5 kN |
| C. | 750 kN |
| D. | 1100 kN |
| Answer» D. 1100 kN | |