Structural Design Online Test - Paper 2 » Powerful Test

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

2 / 30

2. Large size aggregate is better in yield high strength but in no case greater than

3 / 30

3. In a singly reinforced beam

4 / 30

4. The unit weight of RCC is taken as

5 / 30

5. When the material is loaded with tensile force at both ends, then the test is known as

6 / 30

6. The minimum cover at the end of reinforcement should be

7 / 30

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

8 / 30

8. If the effective length of a 32 cm diameter column is 4.40 mts slenderness ratio is

9 / 30

9. A reinforced concrete beam will crack if tensile stress set up in the concrete below the neutral axis is

10 / 30

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

11 / 30

11. An RCC roof slab is designed as a two-way slab if

12 / 30

12. The strength of concrete increases with an increase in

13 / 30

13. The strength of concrete is directly proportional to

14 / 30

14. The ratio of ultimate strength to working stress is

15 / 30

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

16 / 30

16. In a column, the pitch of the ties shall be

17 / 30

17. Segregation is responsible for

18 / 30

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

19 / 30

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

20 / 30

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

21 / 30

21. The anchorage value of a standard bend is

22 / 30

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

23 / 30

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

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24. The ultimate bending compressive strain in RCC is

25 / 30

25. 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

26 / 30

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

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

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

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

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30. Presence of oils in water for concreting

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