Structural Design Online Test - Paper 3 » Complete Challenge

Structural Design Online Test – Paper 3

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Created by 83a36dcfd5c4caff12bc80f0020c9c749e12cbbbdb7c406dc1dd39996cb85836?s=32&d=monsterid&r=g gkaimVikash chaudhary

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  • Total Questions: 50
  • Time Allotted: 50 minutes
  • Passing Score: 70%
  • Randomization: Yes
  • Certificate: Yes
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1. Shear reinforcement in an RCC beam is used for

2 / 50

2. If the effective length of a 32 cm diameter column is 4.40 mts slenderness ratio is

3 / 50

3. Surface vibrator is effective only when the thickness of concrete does not exceed

4 / 50

4. The property of fresh concrete, in which while placing and compaction is known as

5 / 50

5. The anchorage value of the standard hook is taken as 16 times the diameter of the reinforcing bar if the angle of the bend is equal to

6 / 50

6. Spacing of stirrups in a rectangular beam is

7 / 50

7. The maximum ratio of span to depth ratio of a slab simply supported and spanning in one direction is

8 / 50

8. Workability of concrete is inversely proportional to

9 / 50

9. According to the steel beam theory of doubly reinforced beams

10 / 50

10. Presence of oils in water for concreting

11 / 50

11. A diagonal crack is introduced in a beam due to

12 / 50

12. In an RCC beam, N.A means

13 / 50

13. High increase in temperature......the strength of concrete.

14 / 50

14. An air entraining agent when added in concrete improves

15 / 50

15. In a singly reinforced beam, the effective cover is measured from

16 / 50

16. The durability of concrete is proportional to

17 / 50

17. The minimum cover to the main bars in an RCC beam should be

18 / 50

18. The lower water-cement ratio in concrete products

19 / 50

19. The minimum vertical spacing of the main bars in an RCC beam should be

20 / 50

20. Main reinforcement in an RCC beam is used for

21 / 50

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

22 / 50

22. Strength of concrete increases with

23 / 50

23. The advantage of reinforced concrete is due to

24 / 50

24. The ratio of modulus of elasticity of steel to that of concrete is

25 / 50

25. In a slab, the pitch of the main reinforcement should not exceed its effective depth

26 / 50

26. If the thickness of the slab is 100 mm then the maximum diameter of the bar placed in the slab should be

27 / 50

27. The maximum spacing between longitudinal bars in a column is

28 / 50

28. Factor of safety is given by

29 / 50

29. In a singly reinforced beam (concrete), as the load increases

30 / 50

30. Distribution reinforcement in a simply supported slab is provided to distribute

31 / 50

31. Large size aggregate is better in yield high strength but in no case greater than

32 / 50

32. An RCC element, 1 m deep and 0.5 m wide will require minimum reinforcement @ 1% of the gross sectional area, what will be the area of reinforcing bars?

33 / 50

33. The compressive strength of concrete determined from a 150mm × 150mm cylinder as compared to that determined from a 150mm cube is

34 / 50

34. The workability of concrete is directly proportional to

35 / 50

35. The strength and quality of concrete depends on

36 / 50

36. A column fails by buckling is called a long column while failure by crushing is called

37 / 50

37. A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth is

38 / 50

38. For a cantilever beam, the span to effective depth ratio is generally restricted to

39 / 50

39. The beam section is redesigned if the shear stress exceeds the allowable shear stress by ... times

40 / 50

40. The ratio of effective length of a column which is fixed at both ends to the distance between the supports is about

41 / 50

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

42 / 50

42. The minimum thickness of the cover at the end of a reinforcing bar should be twice the diameter of the bar, subjected to a minimum of

43 / 50

43. An under-reinforced section means

44 / 50

44. The states of concrete are

45 / 50

45. The slab built integrally with the supporting columns without any beams is

46 / 50

46. The quantity of coarse aggregate required in 100 m³ of concrete having mix 1:2:4

47 / 50

47. For a longitudinal reinforcing bar in a column, the minimum cover shall neither be less than the diameter of the bar nor less than

48 / 50

48. Unsoundness of cement due to magnesia can be determined by

49 / 50

49. In an RCC beam, if the amount of steel increases, the depth of N.A.

50 / 50

50. The minimum length of the bar which must be embedded in concrete beyond any section to develop bond is

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