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

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2. In a singly reinforced beam

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3. Which type of vibrator is generally used in concrete work

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

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5. In R.C.C. beams, the tension reinforcement can be cut off at a point when it is no longer needed if

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6. The neutral axis of a T-beam exists

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

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8. Distribution of shear intensity over a rectangular section of a beam follows

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9. Shear stress is not taken by

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10. An air entraining agent when added in concrete improves

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11. White cement is produced in

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12. The maximum spacing between longitudinal bars in a column is

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13. Poisson's ratio for concrete

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14. Concrete gains strength due to

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

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

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17. Shear stress diagram of a homogeneous beam is

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

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

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

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21. In an RCC beam, N.A means

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22. The effective span of a simply supported slab is

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23. In a singly reinforced beam (concrete), as the load increases

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24. The maximum spacing of side-face reinforcement in a beam should be

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

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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 maximum ratio of span to depth ratio of a slab simply supported and spanning in one direction is

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28. Generally, the compressive strength of the cover block is more than the compressive strength of the concrete. The main function of the cover block is

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

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

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