RCC Structures Design - Section 1 (5)
This is a section which is filled with RCC Structures Design and this is
the part of this civil engineering. You can solve all the MCQs based on this topic.
| 33. | Dimensions of a beam need be changed if the shear stress is more than |
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Answer: Option C Explanation: No answer description available for this question. Let us discuss. |
| 34. | The design of a retaining wall assumes that the retained earth |
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Answer: Option E Explanation: No answer description available for this question. Let us discuss. |
| 35. | The diameter of longitudinal bars of a column should never be less than |
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Answer: Option D Explanation: No answer description available for this question. Let us discuss. |
| 36. | Bottom bars under the columns are extended into the interior of the footing slab to a distance greater than |
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Answer: Option C Explanation: No answer description available for this question. Let us discuss. |
| 37. |
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Answer: Option D Explanation: No answer description available for this question. Let us discuss. |
| 38. | For M 150 mix concrete, according to I.S. specifications, local bond stress, is |
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Answer: Option B Explanation: No answer description available for this question. Let us discuss. |
| 39. | If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least |
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Answer: Option D Explanation: No answer description available for this question. Let us discuss. |
| 40. | If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is |
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Answer: Option C Explanation: No answer description available for this question. Let us discuss. |
