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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 name of the first plane that landed on the old golf course, which makes the present location of Tribhuvan International Airport is

2 / 50

2. The design thickness of the pavement is decided on the load carried by

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3. The number of traverse rows of light in the approach lighting near the threshold (As per Calvert & ICAO) is

4 / 50

4. The bulking of aggregates is due to:

5 / 50

5. The D.P.C. should be:

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6. The maximum bearing capacity of soil is that of:

7 / 50

7. The type of aggregate of the same nominal size, which contains fewer voids when compacted, is:

8 / 50

8. Total project cost:

9 / 50

9. Gantt chart indicates:

10 / 50

10. Slack time in PERT analysis:

11 / 50

11. Pumice is a type of

12 / 50

12. The initial setting of cement is caused by the formation of

13 / 50

13. *Suitable aggregate is obtained from... rock.

14 / 50

14. During the production of cement, raw materials are mixed in

15 / 50

15. What is the slant for the letter shown? K80°

16 / 50

16. The polyhedra having two equal and similar end bases, parallel to each other and joined by other faces which may be rectangles or parallelograms is called:

17 / 50

17. A tetrahedron has four equal:

18 / 50

18. Work-charged establishment

19 / 50

19. Actual cost of construction plus certain profit is paid to the contractor. Such a contract is known as

20 / 50

20. The weight of cement in one bag is

21 / 50

21. In the full grouted method of construction of bituminous roads, rolling is done with:

22 / 50

22. A road within a town is called

23 / 50

23. The length of the proposed Kathmandu Nijgadh Fast Track is equal to:

24 / 50

24. *Surface tension is the force

25 / 50

25. *The difference between the total energy line and the hydraulic gradient line is

26 / 50

26. *If a pitot tube is placed with its nose facing sideways, the liquid

27 / 50

27. In the case of a broad-crested weir, the depth of water h at the end of the still is given by

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28. *A silt regulator located at the head of a channel is called

29 / 50

29. The sudden and turbulent passage of water from a low level critical depth to high level above critical depth, during which the velocity passes from supercritical to subcritical, is known as

30 / 50

30. *When the canal runs below the drain, the cross drainage work provided is called

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31. In a fixed beam, the points of contraflexure,

32 / 50

32. The difference between SF values at any two sections will be equal to

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33. *Determinate beam can be analyzed with the help of

34 / 50

34. If y is the deflection of the beam, then shear force is

35 / 50

35. Which of the following gives Poisson's ratio?

36 / 50

36. Standard Proctor test is used for determining

37 / 50

37. The shear strength of a soil is proportional

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38. The critical exit gradient may occur when

39 / 50

39. If the soil stays at a place above the parent rock where it is produced, then it is called

40 / 50

40. The seepage force is proportional to

41 / 50

41. The diameter of bars normally used in a column is

42 / 50

42. The maximum strain in the tension reinforcement in the section of a flexural member at failure shall not be less than (if fy is the characteristic strength of steel and Es is the modulus of elasticity of steel)

43 / 50

43. The maximum ratio of span to depth ratio of a slab simply supported and spanning in two directions is

44 / 50

44. For a line AB

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45. Negative errors are caused in the chain when its length is

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46. The chord of curve less than peg interval is known as

47 / 50

47. Asbestos pipes are joined by means of

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

49 / 50

49. If in the relative stability test on sewage, the period of incubation at 20°C is 15 days, the relative stability is:

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50. The minimum size of a fire hydrant is:

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