Structural Design Online Test – Paper 3

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Created by 37fdd4228dab83e2f2bdee26b19f1560?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 resistance offered to slipping of steel bars in concrete is due to

2 / 50

2. Presence of oils in water for concreting

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

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

5 / 50

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

6 / 50

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

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7. The effective width of a column strip of a flat slab is

8 / 50

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

9 / 50

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

10 / 50

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

11 / 50

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

12 / 50

12. After casting, an ordinary cement concrete on drying

13 / 50

13. In case of RCC building, the expansion joint is normally provided if the length of the building exceeds

14 / 50

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

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15. Buckling occurs in a column

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16. Spacing of stirrups in a rectangular beam is

17 / 50

17. Concrete gains strength due to

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

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

20 / 50

20. A diagonal crack is introduced in a beam due to

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21. The ratio of the effective length of a cantilever column to its height is about

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

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23. The workability of concrete is directly proportional to

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

25 / 50

25. The thickened part of a flat slab over its supporting column is technically known as

26 / 50

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

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

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28. If a beam fails in bond, then

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

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

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

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

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

34 / 50

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

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

36 / 50

36. Which of the following statements is correct? As the area of steel increases

37 / 50

37. The ratio of ultimate strength to working stress is

38 / 50

38. In the case of a cantilever beam, main reinforcement is provided

39 / 50

39. Weight of steel per cubic meter (m³)

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40. Steel beam theory is used for

41 / 50

41. In a singly reinforced beam

42 / 50

42. The strength and quality of concrete depends on

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43. The one-way slab is one

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

45 / 50

45. The moment of resistance of an under-reinforced section is computed on the basis of

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

47 / 50

47. The strength of concrete increases with an increase in

48 / 50

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

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49. The workability of concrete can be improved by

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

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