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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. In an RCC beam, N.A means

2 / 30

2. The length of the straight portion of a bar beyond the end of the hook should be at least

3 / 30

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

4 / 30

4. The initial and final setting times for ordinary Portland cement are approximately related by (where T & t are the final and initial setting times)

5 / 30

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

6 / 30

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

7 / 30

7. Laps in bars are equal to

8 / 30

8. In the working stress design, the allowable bending compressive strain in RCC is

9 / 30

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

10 / 30

10. Segregation is responsible for

11 / 30

11. In a beam section, if the steel reinforcement is of such a magnitude that the permissible stresses in concrete and steel are developed simultaneously, the section is known as

12 / 30

12. The safe bond stress between concrete and steel is determined by

13 / 30

13. The durability of concrete is proportional to

14 / 30

14. An air entraining agent when added in concrete improves

15 / 30

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

16 / 30

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

17 / 30

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

18 / 30

18. Modulus of rupture is a measure of

19 / 30

19. The maximum bulking factor for sand is

20 / 30

20. In a slab, the pitch of the distribution reinforcement should not exceed its effective depth

21 / 30

21. Presence of oils in water for concreting

22 / 30

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

23 / 30

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

24 / 30

24. A slender column is a

25 / 30

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

26 / 30

26. The strength of concrete is directly proportional to

27 / 30

27. A doubly reinforced beam is economical as compared to a singly reinforced beam because

28 / 30

28. As per IS: 456, the column is considered as a short column if its slenderness ratio is more than

29 / 30

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

30 / 30

30. 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

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