MCQOPTIONS
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| 1. |
Assuming that there is no possibility of shear buckling in the web, the maximum reduction permitted by IS 800-2007 in the (low shear) design bending strength of a semi-compact steel section due to high shear is |
| A. | 50% |
| B. | governed by the area of the flange |
| C. | zero |
| D. | 25% |
| Answer» D. 25% | |