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Civil Engineering Online Exam

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Created by 83a36dcfd5c4caff12bc80f0020c9c749e12cbbbdb7c406dc1dd39996cb85836?s=32&d=monsterid&r=g gkaimVikash chaudhary

This 'Civil Engineering Online Exam' covers questions across all civil engineering topics. (Hard)

Get fresh, new questions in each attempt.(4100+ Question Bank Pool)

  • Total Questions: 50
  • Time Allotted: 40 minutes
  • Passing Score: 70%
  • Randomization: Yes
  • Certificate: Yes
  • Do not refresh the page!
  • 👍 All the best!

1 / 50

1. Pick up the incorrect statement from the following

2 / 50

2. Pick up the correct statement from the following

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3. The depressions and undulations in the pavement are caused due to

4 / 50

4. The maximum total settlement for isolated foundations on clayey soils should be limited to:

5 / 50

5. A bifurcated stair is normally used in:

6 / 50

6. The vertical member fixed between steps and handrail is known as:

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7. The area covered by flat brick soling is approximately... times for brick on edge:

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8. The minimum number of consulting firms for the direct purchase of services is:

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9. The occurrence of the starting of an activity is called its:

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10. If the height of the frequency-distribution underneath it is equal to unity, then the curve is known as:

11 / 50

11. *Oil varnish generally consists of

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12. Granite is not suitable for ordinary building purposes because

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13. Excess of iron oxide in brick earth causes

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14. The cracks in the painted surface extending throughout the thickness of the paint are caused due to

15 / 50

15. In case of aligned method of dimensioning, they can be read from:

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16. Freehand sketch is normally used for:

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17. The given symbol indicates:

18 / 50

18. Tender does not contain

19 / 50

19. The unit of payment for blasting of rock including stacking is

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20. The process of calculating the amount of material, labor, and equipment for a unit of work together with overhead and profit for the contractor is:

21 / 50

21. The ideal shape of a transition curve is

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22. Water absorption of the aggregates used for road marking should not exceed

23 / 50

23. Tyre pressure influences the

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24. *Head loss increases with

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25. The upward water pressure at the base of the structure is called

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26. "Maximum efficiency of power transmission through a pipe is

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27. The profile of rising water on the upstream side of the dam is called

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28. The discharge capacity of the undersluice is

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29. Intensity of irrigation is

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30. For standing crops in undulating sandy fields, the best method of irrigation is

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31. *Young's modulus is the ratio of

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32. A beam of uniform strength will have at every cross-section the same

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33. Effective length of column fixed at one end and hinged at the other end is

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34. If the Poisson's ratio of a material is 0.25, the ratio of Modulus of Rigidity to the Young's Modulus is

35 / 50

35. The number of reaction components at a hinged end of a general loading is

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36. The coefficient of earth pressure for loose sand having an angle of internal friction of 30° is:

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37. Compaction of soil is aimed at

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38. Cohesive soils are generally/normally

39 / 50

39. The assumption of Coulomb's theory is:

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40. Toe failure is most likely in the case of:

41 / 50

41. The load-carrying capacity of helically reinforced column compared to a tied column is

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42. The unit weight of RCC is taken as

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43. In the case of the foundation of rigid base, the distribution pressure on the soil is

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44. *Error due to imperfect adjustment of plate level is termed as

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45. Distomats is a type of

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46. Right face and left face readings are taken to

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47. Mass action' during sedimentation is the property of:

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48. Detention time for the detritus tank is:

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49. A sewer that collects sewage from toilets is called:

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50. A sewer, which gets its flow from a number of transverse sewers, is known as:

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