/50

FAQ’s for Site Engineering Jobs

1 / 50

1. The maximum number of steps in a flight should generally be restricted to

2 / 50

2. The function of cleats in a roof truss is

3 / 50

3. Pitched and sloping roofs are suitable for

4 / 50

4. The triangular space formed between the extrados and the horizontal line drawn through the crown of an arch is known as

5 / 50

5. The maximum total settlement for isolated foundations on clayey soils should be limited to

6 / 50

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

7 / 50

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

8 / 50

8. The most important tool in brick laying for lifting and spreading mortar and for forming joints is

9 / 50

9. Paints with white lead base are suitable for painting of

10 / 50

10. Which of the following stresses is used for identifying the quality of structural steel ?

11 / 50

11. Le Chatelier’s device is used for determining the

12 / 50

12. The main function of alumina in brick earth is

13 / 50

13. The practical limit of moisture content achieved in air drying of timber is

14 / 50

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

15 / 50

15. Spalling hammer is used for

16 / 50

16. The predominant constituent which is responsible for strength in granite is

17 / 50

17. The stone suitable for rubble masonry should be.

18 / 50

18. Sandstone is a i) sedimentary rock, ii) aqueous rock, iii) silicious rock. The correct answer is

19 / 50

19. Which of the following sedimentary rocks changes into quartzite by metamorphic action?

20 / 50

20. Best type of piles for soft soil having little resistance to the flow of concrete, is

21 / 50

21. Pick up the consideration to the taken while designing a hospital from the following:

22 / 50

22. Dado is usually provided in

23 / 50

23. Pick up the correct specification of one-room quarters generally adopted from the following:

24 / 50

24. Gravels

25 / 50

25. The least bearing capacity of soil is that of

26 / 50

26. The stone whose crushing strength is maximum, is

27 / 50

27. The maximum permissible differential settlement, in case of foundations in clayey soil, is usually limited to

28 / 50

28. In places where the soil is soft and has small resistance to the flow of concrete, which one of the following types of piles, is used

29 / 50

29. The pile provided with one or more bulles in its vertical shaft, is generally known as

30 / 50

30. The stone whose crushing strength is least, is

31 / 50

31. The steel pile which is generally sunk in soft clay or loose sand of low bearing capacity, is

32 / 50

32. The piece of a brick cut with its one corner equivalent to half the length and half the width of a full brick, is known as

33 / 50

33. In flat roof of reinforced cement concrete, the recommended angle of slope, is

34 / 50

34. If height of the first stored of a building is 2 m and riser is 13 cm, the number of treads required, is

35 / 50

35. A stair should not have pitch more than

36 / 50

36. The lower half portion between crown and skew back of the arch, is called

37 / 50

37. To obtain good bonding in brick masonry

38 / 50

38. In ordinary residential and public buildings, the damp proof course is generally provided at

39 / 50

39. The vertical side member of a shutter frame, is known

40 / 50

40. A temporary rigid structure having platforms to enable masons to work at different stages of a building, is known as

41 / 50

41. A wooden block fixed on back side of a door frame on its post, is known as

42 / 50

42. A pre-stressed concrete pile is

43 / 50

43. Crown is located at

44 / 50

44. The compaction of concrete in the drilled pile hole is done by compressed air in the case of

45 / 50

45. The minimum strength of the mortar used in load bearing brick masonry, is

46 / 50

46. The maximum permissible deflection of a timber beam supporting a roof, is

47 / 50

47. The minimum thickness of walls built in cement mortar (1 : 6) for a single stored building, is

48 / 50

48. The form Work including the props can be removed from beams, only after

49 / 50

49. The bearing capacity of a water-logged soil, may be improved by

50 / 50

50. Workability of concrete is inversely pro-portion to?

Your score is