# Structural Design Online Test – Paper 3

0%
Created by Vikash chaudhary

This is a FREE online test. Beware of scammers who ask for money to attend this test.

Get New Questions in Each Attempt

• Total Questions: 50
• Time Allotted: 50 minutes
• Passing Score: 70%
• Randomization: Yes
• Certificate: Yes
• Do not refresh the page!
• 👍 All the best!

1 / 50

1. The advantage of reinforced concrete is due to

2 / 50

2. Shear stress diagram of a homogeneous beam is

3 / 50

3. Factor of safety is given by

4 / 50

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

5 / 50

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

6 / 50

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

7 / 50

7. The workability of concrete can be improved by

8 / 50

8. For a reinforced concrete section, the shape of shear stress diagram is

9 / 50

9. Fineness modulus of fine aggregate is between

10 / 50

10. Addition of sugar in concrete results in

11 / 50

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

12 / 50

12. A simply supported beam shall be deemed to be a deep beam if the ratio of effective span to overall depth is

13 / 50

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

14 / 50

14. The neutral axis of a T-beam exists

15 / 50

15. Distribution of shear intensity over a rectangular section of a beam follows

16 / 50

16. Bottom reinforcement in a beam is subjected to

17 / 50

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

18 / 50

18. Shear reinforcement in an RCC beam is used for

19 / 50

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

20 / 50

20. In R.C.C. beams, the tension reinforcement can be cut off at a point when it is no longer needed if

21 / 50

21. The diameter of bars normally used in a column is

22 / 50

22. The entrapped air in concrete

23 / 50

23. The maximum bulking of sand generally occurs at a percentage moisture content of

24 / 50

24. In an RCC beam, N.A means

25 / 50

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

26 / 50

26. The anchorage value of a standard bend is

27 / 50

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

28 / 50

28. The main reason for placing the main bar at the top in the case of a cantilever slab is

29 / 50

29. The states of concrete are

30 / 50

30. White cement is produced in

31 / 50

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

32 / 50

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

33 / 50

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

34 / 50

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

35 / 50

35. 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)

36 / 50

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

37 / 50

37. Weep holes are provided in retaining and breast walls to

38 / 50

38. Shear in a concrete beam is caused by

39 / 50

39. The shear reinforcement in an RCC beam is provided to resist

40 / 50

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

41 / 50

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

42 / 50

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

43 / 50

43. Minimum embedment of reinforcement in a concrete flexural member should be

44 / 50

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

45 / 50

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

46 / 50

46. An under-reinforced section means

47 / 50

47. Concrete gains strength due to

48 / 50

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

49 / 50

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

50 / 50

50. The designed main bars are placed in a two-way slab

0%