21. |
At an interior support, the column strip shall be designed to resist ________ percent of the total negative moment
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Answer:
Option (b) |
22. |
Pemissible Shear Stress for flat slab shall be calculated as
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Answer:
Option (a) |
23. |
In limit state method, Design shear stress of concrete () for punching shear check shall be considered as
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Answer:
Option (b) |
24. |
The nominal shear stress in flat slabs shall be taken as
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Answer:
Option (c) |
25. |
The Span to effective depth ratio for flat slabs are calculated on the basis of
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Answer:
Option (b) |
26. |
The spacing of bar in flat slab should not be greater than
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Answer:
Option (a) |
27. |
The drop shall have a length atleast ________ of the panel length in that direction
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Answer:
Option (a) |
28. |
Column head results in
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Answer:
Option (c) |
29. |
Drop for flat slab results in
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Answer:
Option (d) |
30. |
Provision of flat slab in place of slab beam construction, benefits
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Answer:
Option (d) |