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. In the case of the foundation of rigid base, the distribution pressure on the soil is

2 / 50

2. Addition of sugar in concrete results in

3 / 50

3. If a beam fails in bond, then

4 / 50

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

5 / 50

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

6 / 50

6. A T-beam behaves like a rectangular beam of width equal to its flange if its neutral axis

7 / 50

7. For an RCC section, select the most true statement from the following

8 / 50

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

9 / 50

9. The slenderness ratio of an RCC column is given by (Where, r=radius of gyration, l=effective length, B=width, D=diameter)

10 / 50

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

11 / 50

11. Which of the following factors influence the strength of concrete?

12 / 50

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

13 / 50

13. The minimum diameter of bars for a slab is generally

14 / 50

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

15 / 50

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

16 / 50

16. In a two-way slab, the torsion steel is provided at the

17 / 50

17. In R.C.C. works, the proportion of the mixture 1:1.5:3, the volume of the cement is in

18 / 50

18. Workability of concrete is inversely proportional to

19 / 50

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

20 / 50

20. Bottom reinforcement in a beam is subjected to

21 / 50

21. The maximum diameter of bars in a beam is limited to

22 / 50

22. The enlarged head of a supporting column of a flat slab is technically known as

23 / 50

23. The strength of concrete increases with an increase in

24 / 50

24. Minimum spacing between horizontal parallel reinforcements of the same size should not be less than

25 / 50

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

26 / 50

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

27 / 50

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

28 / 50

28. If a beam is loaded transversely the maximum compressive stress develops on

29 / 50

29. Modulus of elasticity for concrete improves by

30 / 50

30. After casting, an ordinary cement concrete on drying

31 / 50

31. The strength and quality of concrete depends on

32 / 50

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

33 / 50

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

34 / 50

34. Shear stress is not taken by

35 / 50

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

36 / 50

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

37 / 50

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

38 / 50

38. The lap length of a direct tension reinforcement bar in an RCC beam should be more than

39 / 50

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

40 / 50

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

41 / 50

41. 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?

42 / 50

42. The factor of safety for steel is based on its

43 / 50

43. An air entraining agent when added in concrete improves

44 / 50

44. A doubly reinforced beam is used

45 / 50

45. The entrapped air in concrete

46 / 50

46. A circular slab, when subjected to external loading, deforms to assume a shape of

47 / 50

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

48 / 50

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

49 / 50

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

50 / 50

50. Presence of oils in water for concreting

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