Civil Engineering Online Exam

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

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

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

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:

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

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

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

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. The variance will be zero if:

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

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

12. Which of the following is not a softwood

13. *Plastic bitumen is generally used for

14. The minimum hardness number for marble is about

15. Picture plane is:

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

17. Orthographic projection means:

18. Evaluation of building is done based on

19. The order of booking dimension is:

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

21. Highway facilities are designed for

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

23. Carpeting is

24. A ideal fluid

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

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

27. *Hydraulic gradient is equal to

28. *The meandering river is always

29. *Available moisture may be defined as the

30. A land is called waterlogged

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. *A diagram that shows the variation of axial force

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

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

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

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

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

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. Core-cutter method is used for

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

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

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

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

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

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. The included angles of the theodolite traverse are generally measured

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:

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

49. Inverted siphon is called:

50. The main function of a manhole is: