MCQOPTIONS
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| 1. |
A rectangular column section of 250 mm 400 mm is reinforced with five steel bars of grade Fe 500, each of 20 mm diameter. Concrete mix is M 30. Axial load on the column section with minimum eccentricity as per IS: 456-2000 using limit state method can be applied up to |
| A. | 1707.37 |
| B. | 1805.30 |
| C. | 1806.40 |
| D. | 1903.7 |
| Answer» B. 1805.30 | |