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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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1. Holding aprons, run-up pads, or holding bays are placed adjacent to the ends of runways for

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2. Which of the following international associations is the one that represents an authority for aviation?

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3. For class A airport, the difference of reduced levels of the higher and lower edges of the conical surface is

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4. The percentage of the aggregate of F.M. 2.6 to be combined with coarse aggregate of F.M. 6.8 for obtaining the aggregates of F.M. 5.4 is:

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5. Cement provides strength, durability, and water-tightness to concrete because:

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6. In the rectangular foundation of width 'B', the maximum permissible eccentricity of load is limited to:

7 / 50

7. The bearing capacity of a waterlogged soil may be improved by:

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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. The variance will be zero if:

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10. A golden rule for the procurement of construction work suggests:

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11. A slow-setting cement has a higher percentage of

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12. Which of the following is not a softwood

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13. *Plastic bitumen is generally used for

14 / 50

14. The minimum hardness number for marble is about

15 / 50

15. Picture plane is:

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16. The width of the standard A-series drawing paper such as A4, A3, A2 .... is:

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17. Orthographic projection means:

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18. Evaluation of building is done based on

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19. The order of booking dimension is:

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20. 1 British gallon=.........litres.

21 / 50

21. Highway facilities are designed for

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22. The camber of the road should be approximately equal to

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23. Carpeting is

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24. A ideal fluid

25 / 50

25. In an inclined pipe, the pressure difference at its two ends is due to

26 / 50

26. *The main assumption of Bernoulli's equation is

27 / 50

27. *Hydraulic gradient is equal to

28 / 50

28. *The meandering river is always

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29. *Available moisture may be defined as the

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30. A land is called waterlogged

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31. *A member with a cross section of a mm^2 is subjected to a force of P N. It is L mm long and of Young's Modulus, E N/mm^2. The strain will be

32 / 50

32. *A diagram that shows the variation of axial force

33 / 50

33. *The maximum bending moment caused by a moving load on a simply supported beam is

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34. *If the shear force along a section of a beam is zero, the bending moment at the section is:

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35. The effective length of a column effectively held in position and restrained in direction at one end will be

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36. The critical exit gradient of the seepage of water in soils is

37 / 50

37. For the determination of shear strength in the laboratory, the tests done are

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38. The passive earth pressure of a soil can be defined as lateral pressure exerted by the soil when the retaining wall tends to

39 / 50

39. Core-cutter method is used for

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40. The vane shear test is used for the in-situ determination of the undrained strength of the intact fully saturated

41 / 50

41. The reinforcement is bent at an inclination of angle at the ends of the beam

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42. The transverse shear reinforcement in RCC beams can be provided as

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43. A column is considered as a long column if its slenderness ratio is more than

44 / 50

44. Under Survey, "working from whole to part" is done

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45. In the stadia method, if k is the multiplying factor, s is the staff intercept, c is the additive constant of the instrument, then the distance equation is given by the expression

46 / 50

46. The included angles of the theodolite traverse are generally measured

47 / 50

47. After incubating a 2.5% solution of a sewage sample for 5 days at 20°C, the depletion of oxygen was found to be 5 PPM. The BOD of the sewage will be recorded as:

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48. Manhole is said to be deep if its depth is more than:

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49. Inverted siphon is called:

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50. The main function of a manhole is:

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