Civil Engineering Online Exam

1. The purpose of the apron in an aircraft is

2. Pick up the component not applicable to airplanes

3. The shape of the landing direction indicator

4. The roof sloping in two directions is called:

5. Minimum width of a load-bearing wall should be:

6. The resistance of an aggregate to compressive force is known as?

7. The main purpose of a cavity wall is:

8. The probability of completion of any activity within its expected time in PERT is:

9. 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:

10. Construction team means:

11. Tripoli is a type of

12. The insoluble residues in good cement should be

13. Low porosity brick has

14. Excessive free lime and excessive magnesia present in the cement make the cement

15. Find the RF for scale 1cm = 25 km:

16. For drawing thin lines of uniform thickness, the pencil should be sharpened in the form of:

17. The projection of any feature on the horizontal plane is called:

18. In the case of laying gullies, intercepting traps, the cost includes:

19. When not specified, the volume of steel in R.C.C work is taken as

20. Demolition means

21. Longitudinal ruts are formed because of

22. When the degree of a road curve is defined by taking an arc of 30 m length, the radius of 1┬░ curve would be

23. The full width of land acquired before finalizing a highway is known as

24. *Capillary rise is proportional to

25. A substance which deforms continuously under the action of shear stress is called

26. If the Froude number in open channel flow is equal to 1.0, the flow is called

27. The term z is known as

28. *Hydrograph is the graphical representation of

29. The capacity of a reservoir is 50 million cubic meters, and dead storage is 12 million cubic meters. If the average volume of sediment deposition is 0.1 million cubic meters per year, then the usefulness of the reservoir will start reducing after

30. Crop water is proportional to

31. Euler's formula for a column of length 1, with one end fixed and other hinged is

32. In an I section, almost all the shear force is taken by

33. *Which of the following is dimensionless?

34. Shear force diagram for a cantilever carrying a UDL over its whole length is

35. *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

36. The ratio of volume of air voids to the total volume of the given soil mass is known as

37. Saturated soil is concerned with

38. The bearing capacity factors (N_c, N_q,) and (N_r) are functions of:

39. Theoretically, the void ratio in soils can have the following values

40. Terzaghi's analysis assumes:

41. The load-carrying capacity of helically reinforced column compared to a tied column is

42. If the corners of a two-way slab are held down firmly

43. Modulus of elasticity for concrete improves by

44. Open cross-staff is commonly used for setting out

45. The difference between the two bearings of the last line as observed at the first and the last station of a traverse is known as

46. Working edge of alidade is called

47. The sewer pipes:

48. Sewerage system is designed for:

49. The interference of the well depends upon

50. The water supply demand in a fully plumbed system in Nepal context