/50

FAQ’s for Site Engineering Jobs

1 / 50

1. The vertical posts placed at the top and bottom ends of a flight supporting the hand rail are known as

2 / 50

2. Higher pitch of the roof{i) results in stronger roof, ii) results in weaker roof, iii) requires more covering material, iv) requires less covering material} The correct answer is

3 / 50

3. The bearing capacity of a water-logged soil can be improved by

4 / 50

4. The maximum total settlement for raft foundation on clayey soils should be limited to

5 / 50

5. The minimum depth of foundation in clayey soils is

6 / 50

6. The differential settlement in case of foundations on sandy soils should not exceed

7 / 50

7. As compared to English bond, double Flemish bond is

8 / 50

8. The slenderness ratio for masonry walls should not be more than

9 / 50

9. A queen closer is a

10 / 50

10. The stretcher bond in brick masonry can be used only when the thickness of wall is

11 / 50

11. Assertion A : Normally turpentine oil is recommended as thinner for indoor painting. Reason R : Turpentine oil is costlier than other thinners. Select your answer according to the coding system given below :

12 / 50

12. The amount of water used for one kg of distemper is

13 / 50

13. Which of the following is the purest form of iron ?

14 / 50

14. The slump recommended for mass concrete is about

15 / 50

15. Hydraulic lime is obtained by

16 / 50

16. Advantage of a clamp compared to a kiln for burning bricks is that

17 / 50

17. The percentage of alumina in a good brick earth lies between

18 / 50

18. The preparation of surface of stone to obtain plain edges or to obtain stones of required size and shape is known as

19 / 50

19. A good building stone should not absorb water more than

20 / 50

20. Jumper is a tool used for

21 / 50

21. Which of the following is a rock?

22 / 50

22. Pick up the correct statement about silt soil from the following:

23 / 50

23. In clay soil

24 / 50

24. The window which is provided on a sloping roof of a building, is called

25 / 50

25. The opening provided in sloping roof with its top parallel to the roof surface, is called

26 / 50

26. In grillage foundations, distance between flanges of grillage beams, is kept

27 / 50

27. The stepped structure provided for lateral support of a structure, is

28 / 50

28. The type of ashlar masonry in which stones are finely chisel dressed and thickness of joints does not exceed 3 mm, is

29 / 50

29. For a rectangular foundation of width b, eccentricity of load should not exceed

30 / 50

30. Under reamed piles are generally used for

31 / 50

31. The bearing capacity of granite is generally

32 / 50

32. According to National Building Code, the hydrants in water mains is provided at minimum interval of

33 / 50

33. The single stage well point system of dewatering an excavation can be used if the depth of excavation does not exceed

34 / 50

34. The Auger boring method is not suitable for

35 / 50

35. A floor constructed with the 4 to 6 mm marble chips, is known

36 / 50

36. The important test to be conducted on a stone used in docks and harbors is

37 / 50

37. The type of stone masonry in which stones of same height are laid in layers, is called

38 / 50

38. The type of pointing in which a V-shaped projection outside the wall surface, is provided, is called

39 / 50

39. The thickness of a reinforced brick partition wall, is generally kept

40 / 50

40. The nominal thickness of an expansion joint in brick walls, is kept more than

41 / 50

41. The bond in which headers and stretchers are laid in alternate courses and every stretcher course is started with a three fourth brick bat, is known as

42 / 50

42. Pile foundations are suitable for

43 / 50

43. The depth of excavation of foundations, is generally measured with a

44 / 50

44. The angle between skew back of a flat arch and the horizontal, is kept approximately equal to

45 / 50

45. The line of intersection of the surfaces of a sloping roof forming an external angle exceeding 180°, is

46 / 50

46. Raft foundation are generally preferred to when the area required for individual footing, is more than

47 / 50

47. The black cotton soil

48 / 50

48. The depth of the ground water table may be ascertained by

49 / 50

49. In case of foundation on black cotton soils, the most suitable method to increase the bearing capacity of soils is to

50 / 50

50. In order to obtain the best workability of concrete, the preferred shape of aggregate is?

Your score is