MCQOPTIONS
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| 1. |
The problem of web-crippling in beams is significant when(i) Web is weak under concentrated loads(ii) There is too much flexural moment(iii) Compression flange is weak |
| A. | Only (i) |
| B. | Only (ii) |
| C. | (i), (ii) |
| D. | (i), (ii) and (iii) |
| Answer» B. Only (ii) | |