MCQOPTIONS
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| 1. |
A short RCC column is designed assuming maximum permissible axial compressive stresses in concrete and steel as: |
| A. | 0.4 fck and 0.67 fy respectively |
| B. | 0.446 fck and 0.87 fy respectively |
| C. | 0.67 fck and 0.67 fy respectively |
| D. | 0.446 fck and 0.67 fy respectively |
| Answer» B. 0.446 fck and 0.87 fy respectively | |