Structural Design Online Test - Paper 3 » Complete Challenge
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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. The safe bond stress between concrete and steel is determined by

2 / 50

2. For a two-way slab, the main reinforcement is provided along the

3 / 50

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

4 / 50

4. Two layers of tensile reinforcement bars are placed in a flexural member in such a way that the effective depth would be

5 / 50

5. The main reason for providing a number supported beam is to resist in that zone

6 / 50

6. In a T beam overall depth of rib (in case of heavy load) is

7 / 50

7. An air entraining agent when added in concrete improves

8 / 50

8. Dimensions of a beam need to be changed if the shear stress is more than

9 / 50

9. Due to shrinkage stress, a simply supported beam having reinforcement only at the bottom tends to

10 / 50

10. Fineness modulus of fine aggregate is between

11 / 50

11. In cold weather, concrete curing should be continued for... days

12 / 50

12. The ratio of diameter of reinforcing bars and the slab thickness is

13 / 50

13. The reinforcement is bent at an inclination of angle at the ends of the beam

14 / 50

14. The amount of reinforcement for main bars in a slab is based upon

15 / 50

15. White cement is produced in

16 / 50

16. The spacing of transverse reinforcement of a column is decided by the following consideration

17 / 50

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

18 / 50

18. The minimum amount of steel required in RCC column (230x350) is

19 / 50

19. The types of failure occurring in a beam due to shear force is termed as

20 / 50

20. The slope of weep hole is generally provided at (spacing- 1.5 to 3.0m)

21 / 50

21. Poisson's ratio for concrete

22 / 50

22. Separation of ingredients from concrete during transportation is known as

23 / 50

23. The minimum number of main bars in an octagonal column is

24 / 50

24. The durability of concrete is proportional to

25 / 50

25. Shear reinforcement in an RCC beam is used for

26 / 50

26. The unit weight of RCC is taken as

27 / 50

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

28 / 50

28. The maximum reinforcement in a column to consider the practical problem is

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29. The workability of concrete can be improved by

30 / 50

30. In the analysis of a doubly reinforced beam, the assumption made is

31 / 50

31. 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?

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

33 / 50

33. The factor of safety for steel as compared to concrete is

34 / 50

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

35 / 50

35. The maximum spacing of side-face reinforcement in a beam should be

36 / 50

36. The long column takes a lesser load as compared to a short column due to

37 / 50

37. Spacing of longitudinal bars measured along the periphery of the column should not be more than (as per IS: 456-2000)

38 / 50

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

39 / 50

39. Bond strength of HYSD bar as compared to plain bar is more by

40 / 50

40. The states of concrete are

41 / 50

41. The anchorage value of a standard bend is

42 / 50

42. Weight of steel per cubic meter (m³)

43 / 50

43. In an RCC beam, N.A means

44 / 50

44. The cover provided in the column having size less than 200 mm x 200 mm is

45 / 50

45. A doubly reinforced beam is used

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46. A balanced design of a beam is a condition where the ..... stresses occurring are equal to the permissible stress.

47 / 50

47. As per IS: 456:2000, the minimum diameter of reinforcement in a column shall not be less than

48 / 50

48. The minimum straight lap length in tension bars with hooks in an RCC beam is

49 / 50

49. Factor of safety is given by

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50. In a simply supported slab, alternate bars are curtailed at

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