Steel Structure Design - Section 1 (3)
Steel Structure Design - Section 1
This is a designing field and there are many MCQs available to
solve which are based on this field.
| 17. | To keep the intensity of bearing pressure between the column base and concrete compressive and to vary from zero to |
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Answer: Option E Explanation: No answer description available for this question. Let us discuss. |
the ratio of the moment M to the axial load P should be
| 18. | For a rectangular section, the ratio of the maximum and average shear stresses, is |
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Answer: Option A Explanation: No answer description available for this question. Let us discuss. |
| 19. | The average shear stress for rolled steel beam section, is |
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Answer: Option B Explanation: No answer description available for this question. Let us discuss. |
| 20. | The area Ap of cover plates in one flange of a built up beam, is given by |
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Answer: Option D Explanation: No answer description available for this question. Let us discuss. |
| 21. | If the unsupported length of a stanchion is 4 metres and least radius of gyration of its cross-section is 5, the slenderness ratio of the stanchion, is |
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Answer: Option C Explanation: No answer description available for this question. Let us discuss. |
| 22. | If d is the distance between the flange angles, the vertical stiffeners in plate girders are spaced not greater than |
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Answer: Option C Explanation: No answer description available for this question. Let us discuss. |
| 23. | The maximum permissible slenderness ratio of a member carrying loads resulting from wind, is |
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Answer: Option C Explanation: No answer description available for this question. Let us discuss. |
| 24. | Pick up the correct statement from the following: |
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Answer: Option A Explanation: No answer description available for this question. Let us discuss. |