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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
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  • 👍 All the best!

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1. ACN refers to

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2. Apron is used for loading/unloading of passengers while taxiway is

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3. The maximum value of the angle of turning of the nose gear for large jet aircraft is limited to

4 / 50

4. The bond used when bricks are of different thickness is:

5 / 50

5. The earliest period for removing formwork under normal atmospheric conditions should be:

6 / 50

6. Bituminous asphalt/asphaltic felt is used as D.P.C. on the surface:

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7. The maximum percentage of the chemical ingredient of cement is that of:

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8. The amount of earnest money deposited at the time of submission of tender is:

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9. Type of organization used in the construction industry is:

10 / 50

10. In CPM method, the earliest finish is indicated by time on:

11 / 50

11. The defect in painting caused due to the sliding of one layer of paint over another layer is known as

12 / 50

12. The crushing strength of 1st class brick should not be less than

13 / 50

13. Trap is a

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14. Stucco paints are suitable for

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15. When only one drawing is to be made, then its position should be:

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16. In case of perspective projection, the picture plane is placed:

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17. Mechanical lines are types of:

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18. In the case of a roof truss made of steel, rivets, bolts, nuts, etc., normally account for

19 / 50

19. Specification deals with:

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20. The actual weight of cement bag is more in case of

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21. Sheep foot roller is used for

22 / 50

22. The height of the object above the road surface for the consideration of sight distance is

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23. In the geometric design of highways, the most controlling features are:

24 / 50

24. Specific energy of a flowing fluid per unit weight is equal to

25 / 50

25. *The discharge through a trapezoidal channel is maximum when

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. If the specific gravity of oil is 0.7, then find the density of oil

28 / 50

28. The crest level of an emergency spillway is kept as

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29. For a proportional outlet, the flexibility is

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30. The fertility of the soil is adversely affected when the pH value is more than

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31. The slope of the curve of B.M. diagram at any section will be equal to

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32. A perfectly elastic body is

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33. *Stress in a beam due to simple bending is

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34. In the case of an H section, the maximum shear stress will occur at

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35. The moment of inertia of a rectangular (Bx D) section about its base is

36 / 50

36. If the sand in situ is in the densest state, then its relative density is

37 / 50

37. Negative skin friction affects the load carrying capacity of the pile by:

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38. A clay deposit that is not fully consolidated under the existing overburden pressure is known as

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39. The ratio of the difference between the void ratio of the soil in its loosest and its natural state and fully dense state is termed as

40 / 50

40. Plasticity index is obtained as the difference between

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41. The unit weight of RCC is taken as

42 / 50

42. Side face reinforcement is provided in a beam when the depth of the web in a beam exceeds

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43. Minimum embedment of reinforcement in a concrete flexural member should be

44 / 50

44. If the focal length of the objective glass is 20cm, and the distance from the object glass to the trunnion axis is 12cm, the additive constant is

45 / 50

45. In a theodolite, staff readings for upper, middle, and lower crosshairs are 1.4, 0.9 & 0.4, respectively. If the height of the tower is 100m, then find the horizontal distance between the instrument station and the base of the tower

46 / 50

46. With the help of leveling, we measure

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47. Most suitable section, when the maximum and minimum flow ratio is not much, is:

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48. The minimum size of a fire hydrant is:

49 / 50

49. The sewer pipes:

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50. Water demand for public use as compared to the total demand, kept in the design of waterworks for a city, is

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