Structural Design Online Test - Paper 2 » Powerful Test
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Structural Design Online Test – Paper 2

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Created by 83a36dcfd5c4caff12bc80f0020c9c749e12cbbbdb7c406dc1dd39996cb85836?s=32&d=monsterid&r=g gkaimVikash chaudhary

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  • Total Questions: 30
  • Time Allotted: 30 minutes
  • Passing Score: 50%
  • Randomization: Yes
  • Certificate: No
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1. Strength of concrete show an increase with

2 / 30

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

3 / 30

3. 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

4 / 30

4. Factor of safety is given by

5 / 30

5. The radius of bar bend to form a hook should not be less than

6 / 30

6. The approximate ratio of the direct tensile strength to flexural strength is

7 / 30

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

8 / 30

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

9 / 30

9. After casting, an ordinary cement concrete on drying

10 / 30

10. Distribution reinforcement in a simply supported slab is provided to distribute

11 / 30

11. A column fails by buckling is called a long column while failure by crushing is called

12 / 30

12. The strength of concrete increases with an increase in

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13. In a beam, the spacing of shear reinforcement is kept... at the center as compared to the end

14 / 30

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

15 / 30

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

16 / 30

16. Concrete gains strength due to

17 / 30

17. The unit weight of RCC is taken as

18 / 30

18. Shrinkage in concrete increases its

19 / 30

19. Bottom reinforcement in a beam is subjected to

20 / 30

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

21 / 30

21. The minimum lap length at the splice of compression reinforcement in RCC

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

23 / 30

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

24 / 30

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

25 / 30

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

26 / 30

26. The neutral axis of a T-beam exists

27 / 30

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

28 / 30

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

29 / 30

29. The slope of weep hole is generally provided at (spacing- 1.5 to 3.0m)

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30. Increased depth of a beam causes

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