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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!

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1. The old name of TIA was

2 / 50

2. Speed of

3 / 50

3. Holding line marking is provided in

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4. Under rammed piles are generally:

5 / 50

5. If the average compressive strength is 4000kg/cm2 and standard deviation is 500, the coefficient of variation is:

6 / 50

6. The number of treads in a flight is equal to?

7 / 50

7. If the compaction factor is 0.95, the workability of concrete is:

8 / 50

8. If the completion time for a particular project is 6 weeks and its expected time is 8 weeks, then the slack time for the project is:

9 / 50

9. Restraint is a restriction having:

10 / 50

10. Muster rolls are used for:

11 / 50

11. *The number of standard bricks required for one cubic meter of brick masonry (IS standard) is

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12. The following element of a paint is used as base, pigment as well as drier

13 / 50

13. The maximum percentage of water absorption of 1st class bricks in 24 hrs should be limited to

14 / 50

14. *The internal size of the mould used in brick preparation is

15 / 50

15. Working drawing is prepared not for:

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16. Drawing pins/cello tapes are used to:

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17. In case of third angle projection, the plan is kept at:

18 / 50

18. The value of the dismantled material less the cost of dismantling is called

19 / 50

19. For small residential buildings, the cost installation and electrification are made as:

20 / 50

20. The essential requirements to prepare a good estimate are

21 / 50

21. While performing attrition and Los Angeles abrasion tests, the minimum weight of stones to be used should be

22 / 50

22. The alignment of a road should cross the series of hills through

23 / 50

23. Camber depends on

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24. Mass density of liquid (p) is given by

25 / 50

25. In an open tube, the free surface of mercury remains

26 / 50

26. *The discharge passing through the crest having a length of 1.25m, a height of the flow of water 0.25m, and Cd = 0.035 is

27 / 50

27. *An independent mass of a fluid does not possess

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28. A straight or curved retaining wall with its profile gradually changing from one slope to another is called

29 / 50

29. Find the delta for a crop if the base period and duty are 110 days and 1400 he/cumec respectively.

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30. A fall in a canal bed is generally provided if

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31. *The S.I. unit of the modulus of elasticity is

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32. A section of a beam is said to be in pure bending if it is subjected to

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33. *When the equal and opposite forces are applied to a body, tending to elongate it, then the stress produced is called

34 / 50

34. *"If a rod is simultaneously pulled at both of its ends, it will be a case of:

35 / 50

35. The crippling load for a column with both ends hinged is

36 / 50

36. The force exerted by flowing water on the sediment particles to cause their motion is called:

37 / 50

37. The angle of internal friction of clay is about

38 / 50

38. The ratio of plasticity index to flow index is called

39 / 50

39. The soil sample contains a volume of void 0.2 and a volume of soil solid is 0.30 then find the void ratio & porosity of soil

40 / 50

40. Absorbed water in soil is

41 / 50

41. In a simply supported slab, alternate bars are curtailed at

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42. In the case of a cantilever beam, main reinforcement is provided

43 / 50

43. The maximum bulking factor for sand is

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44. "Fiducial edge" is the working edge of

45 / 50

45. Resection is the method employed for:

46 / 50

46. Magnetic declination

47 / 50

47. The minimum size of a fire hydrant is:

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48. A water supply system is said to be continuous when it is supplied for:

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49. According to the guidelines of DWSS, the maximum number of users in each stand post should be:

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50. During the water test of sewer, 2 lit/cm of dia/km of sewer line may be allowed for a period of:

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