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

2 / 30

2. Weight of steel per cubic meter (m³)

3 / 30

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

4 / 30

4. The unit weight of RCC is taken as

5 / 30

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

6 / 30

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

7 / 30

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

8 / 30

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

9 / 30

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

10 / 30

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

11 / 30

11. Side face reinforcement is provided in a beam when the depth of the web in a beam exceeds

12 / 30

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

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

14 / 30

14. A doubly reinforced beam is used

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

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16. Poisson's ratio for concrete

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17. The neutral axis of a T-beam exists

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18. For a continuous slab of 3m x 3.5m size, the minimum overall depth of the slab to satisfy vertical deflection limit is

19 / 30

19. The resistance offered to slipping of steel bars in concrete is due to

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20. After casting, an ordinary cement concrete on drying

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21. Placing of concrete should preferably be done at a temperature of

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22. Shear in a concrete beam is caused by

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23. Factor of safety is given by

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

25 / 30

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

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26. In an RCC beam, if the amount of steel increases, the depth of N.A.

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27. The minimum amount of steel required in RCC column (230x350) is

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

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29. Minimum spacing between horizontal parallel reinforcements of different sizes should not be less than

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30. For a two-way slab, the main reinforcement is provided along the

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