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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
When shear stress exceeds the permissible limit in a slab, then it is reduced by

Increasing the depth
Using thinner bars but more in number
Providing shear reinforcement
Using high strength steel

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Concrete Technology and Design of Concrete Structures
In working stress design, permissible bond stress in the case of deformed bars is more than that in plain bars by

60%
50%
40%
70 %

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Concrete Technology and Design of Concrete Structures
The effect of creep on modular ratio is

either to decrease or to increase it
to increase it
to keep it unchanged
to decrease it

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Concrete Technology and Design of Concrete Structures
Poisson’s ratio for concrete

decreases with richer mixes
increases with richer mixes
None of these
remains constant

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Concrete Technology and Design of Concrete Structures
Critical section for shear in case of flat slabs is at a distance of

at the periphery of column
d/2 from periphery of column/capital/ drop panel
at the drop panel of slab
effective depth of slab from periphery of column/drop panel

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Concrete Technology and Design of Concrete Structures
Workability of concrete is directly proportional to

Grading of the aggregate
Time of transit
Aggregate cement ratio
All of above

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