GATE Exam Questions - Section 1 (4)
GATE Exam Questions - Section 1
There are questions available about GATE exam and in this section
you will find all the questions and problems to solve these MCQs.
| 25. | A cantilever beam of length L and a cross section with shape factor f supports a concentrated load P as shown below The length LP of the plastic zone, when the maximum bending moment equals the plastic moment MP, given by |
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Answer: Option D Explanation: No answer description available for this question. Let us discuss. |
| 26. | Consolidation in soils |
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Answer: Option C Explanation: No answer description available for this question. Let us discuss. |
| 27. |
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Answer: Option C Explanation: No answer description available for this question. Let us discuss. |
| 28. | The modulus of subgrade reaction is obtained from the plate bearing test in the form of load-deformation curve. The pressure corresponding to the following settlement value should be used for computing modulus of subgrade reaction |
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Answer: Option C Explanation: No answer description available for this question. Let us discuss. |
| 29. | The slope of the e-log p curve for a soil mass gives : |
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Answer: Option C Explanation: No answer description available for this question. Let us discuss. |
| 30. | The kinetic energy correction factor for a full developed laminar flow through a circular pipe is |
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Answer: Option C Explanation: No answer description available for this question. Let us discuss. |
| 31. | Principle involved in the relationship between submerged unit weight and saturated weight of a soil is based on |
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Answer: Option B Explanation: No answer description available for this question. Let us discuss. |
| 32. | The ruling minimum radius of horizontal curve of a national highway in plain terrain for ruling design speed of 100 km/hour with e = 0.07 and f = 0.15 is close to |
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Answer: Option B Explanation: No answer description available for this question. Let us discuss. |