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. Laps in bars are equal to

2 / 50

2. A rib slab is provided for

3 / 50

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

4 / 50

4. The strength of concrete increases with an increase in

5 / 50

5. The strength and quality of concrete depends on

6 / 50

6. The minimum cover in a slab is neither less than the diameter of the bar nor less than

7 / 50

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

8 / 50

8. The size of fine aggregates does not exceed

9 / 50

9. In a doubly reinforced beam, the maximum shear stress occurs

10 / 50

10. As the size of the cube increases, the strength of the cube

11 / 50

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

12 / 50

12. Singly reinforced beam & doubly reinforced beam are decided based on

13 / 50

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

14 / 50

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

15 / 50

15. For a continuous slab of 3m x 3.5m size, the minimum overall depth of the slab to satisfy vertical deflection limit is

16 / 50

16. White cement is produced in

17 / 50

17. If a beam fails in bond, then

18 / 50

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

19 / 50

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

20 / 50

20. Weight of steel per cubic meter (m³)

21 / 50

21. Increased depth of a beam causes

22 / 50

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

23 / 50

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

24 / 50

24. A rigid frame is a structure composed of members which are connected by

25 / 50

25. A column is considered as a long column if its slenderness ratio is more than

26 / 50

26. The limits of the percentage of the longitudinal reinforcement in a column are given by

27 / 50

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

28 / 50

28. Shear in a concrete beam is caused by

29 / 50

29. Side face reinforcement is provided in a beam when the depth of the web in a beam exceeds

30 / 50

30. Bottom reinforcement in a beam is subjected to

31 / 50

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

32 / 50

32. Shear stress diagram of a homogeneous beam is

33 / 50

33. According to the load factor method, the permissible load W on a short column reinforced with longitudinal bars and lateral stirrups is

34 / 50

34. Spacing of stirrups in a rectangular beam is

35 / 50

35. What is the minimum period for which the lime concrete in the foundation be left wet without the construction of masonry over it?

36 / 50

36. If A is the fineness modulus of coarse aggregate, B of combined aggregates, and C of fine aggregates, then P the proportion of fine to combined aggregates, is given by

37 / 50

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

38 / 50

38. The minimum number of main bars in a circular column is

39 / 50

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

40 / 50

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

41 / 50

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

42 / 50

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

43 / 50

43. An air entraining agent when added in concrete improves

44 / 50

44. The advantage of reinforced concrete is due to

45 / 50

45. Shrinkage in concrete increases its

46 / 50

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

47 / 50

47. Buckling occurs in a column

48 / 50

48. In a column, the minimum cover provided at the end of reinforcement is

49 / 50

49. The anchorage value of a standard bend is

50 / 50

50. The minimum cover at the end of reinforcement should be

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