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

2 / 50

2. The maximum ratio of span to depth ratio of a slab simply supported and spanning in two directions is

3 / 50

3. 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

4 / 50

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

5 / 50

5. The strength of concrete is directly proportional to

6 / 50

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

7 / 50

7. The maximum strain in the tension reinforcement in the section of a flexural member at failure shall not be less than (if fy is the characteristic strength of steel and Es is the modulus of elasticity of steel)

8 / 50

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

9 / 50

9. The amount of reinforcement for main bars in a slab is based on

10 / 50

10. In a two-way slab, the lifting of corners occurs due to

11 / 50

11. The workability of concrete is directly proportional to

12 / 50

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

13 / 50

13. Steel beam theory is used for

14 / 50

14. 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

15 / 50

15. Modulus of elasticity for concrete improves by

16 / 50

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

17 / 50

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

18 / 50

18. An under-reinforced section means

19 / 50

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

20 / 50

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

21 / 50

21. In a rectangular R.C.C beam, the ratio of the maximum shear stress to average shear stress is

22 / 50

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

23 / 50

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

24 / 50

24. 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?

25 / 50

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

26 / 50

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

27 / 50

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

28 / 50

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

29 / 50

29. The transverse shear reinforcement in RCC beams can be provided as

30 / 50

30. The center-to-center spacing of vertical stirrups in a rectangular beam is

31 / 50

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

32 / 50

32. A flat slab is supported

33 / 50

33. The advantage of reinforced concrete is due to

34 / 50

34. The workability of concrete can be improved by

35 / 50

35. Factor of safety is given by

36 / 50

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

37 / 50

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

38 / 50

38. Laps in bars are equal to

39 / 50

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

40 / 50

40. The unit weight of RCC is taken as

41 / 50

41. If the slenderness ratio for a column is 100 then the column is said to be

42 / 50

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

43 / 50

43. In a singly reinforced beam, the effective depth is measured from its compression edge to

44 / 50

44. An air entraining agent when added in concrete improves

45 / 50

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

46 / 50

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

47 / 50

47. The strength and quality of concrete depends on

48 / 50

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

49 / 50

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

50 / 50

50. The neutral axis of a T-beam exists

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