Civil Engineering Online Exam

1. From the end of an instrumental runway, the approach surface rises outwards

2. Holding line marking is provided in

3. The types of hanger used for parking a large-size aircraft are called

4. For a uniform face appearance, the bond desired in brick masonry is:

5. A horizontal mortar joint on which masonry units are laid is called:

6. Dampness causes:

7. Higher workability of concrete is required if the structure is:

8. The technique for establishing and maintaining priorities among various jobs of a project is known as:

9. The duration of time which an activity can be delayed without affecting the succeeding activity is called free float which affects only:

10. Force majeure in a contract is:

11. *The stone suitable for rubble masonry should be:

12. The advantage of adding pozzolana to lime is

13. The ingredient of the brick earth which enables the brick to retain its shape is

14. Tiles are used for

15. The section obtained when the section plane is inclined to the axis of the cone and cuts all the generators on either side of the apex is called:

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

17. The symbol indicates:

18. The unit of payment for excavation trenches for pipes, cables, etc., up to 1.5 m depth in ordinary rock/hard rock is

19. The amount of cement required per cubic meter having mix (1:3:6) is

20. For electric wiring such as a fan, light, plug, etc., the estimate is made in terms of

21. Compaction of a concrete slab is done with the help of

22. In scant rainfall regions, the camber provided is

23. At horizontal curves on a highway, the inner side of the road is

24. Total head of a particle in motion is the sum of

25. In the case of leveling by a level pipe, the level is indicated by

26. *Total energy line (T.E.L) represents the sum of

27. *An independent mass of a fluid does not possess

28. The time (generally in days) for which a crop occupies a field to attain its maturity is known as

29. A wall built along the bank of a river, parallel to the direction of flow for directing fast flow from a sluice or spillway, to prevent eroding banks of a river or canal, is called

30. The water-bearing stratum that creates a groundwater reservoir and feeds wells and springs is called

31. If a cantilever beam carries a uniformly distributed load over its entire length, then the shape of the shear force diagram and bending moment diagram respectively are

32. Identify the correct relationship that exists among the modulus of elasticity (E), modulus of rigidity (N), and bulk modulus (k) is

33. The bending moment diagram for a cantilever beam subjected to a moment at the end of the beam would be

34. The maximum bending moment caused on a simply supported beam subjected to two equal concentrated loads (W/2) spaced at an equal distance (L/3) over the span is

35. Find the maximum BM induced in a cantilever beam subjected to a point load of 10 KN and a length of the beam is 10 m. The load is located at a distance of 3 m from the free end:-

36. Plasticity index is obtained as the difference between

37. The water content of soils is defined as the ratio of

38. A decrease in water content results in a reduction of the volume of a soil in

39. The ratio of settlement at any time t, to the final settlement is called

40. The shear strength of a soil is proportional

41. Minimum spacing between horizontal parallel reinforcements of different sizes should not be less than

42. The entrapped air in concrete

43. The minimum overall depth kept at the edge of R.C. footings is

44. You are requested to carry out a survey for the construction of a small airport in a mountainous region of Nepal. Which of the following surveying method will you choose?

45. In a survey, it was recorded that Σrise = 0, then

46. The sag correction is always

47. Where manholes shall be installed in a sewer system?

48. If you have to design a simple water filtration unit for a community water supply system in Biratnagar, which type of filter will you choose in general?

49. The sewage consists of water:

50. The gradient of a sewer is: