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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
Strength of concrete increases with

decrease in size of aggregate
increase in water-cement ratio
decrease in curing time
increase in fineness of cement

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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

d/2 from periphery of column/capital/ drop panel
at the periphery of column
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
The minimum cover in a slab should neither be less than the diameter of bar nor less than

20 mm
30 mm
15 mm
10 mm

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Concrete Technology and Design of Concrete Structures
The average permissible stress in bond for plain bars in tension is

decreased by 25% for bars in compression
decreased by 10% for bars in compression
increased by 25% for bars in compression
increased by 10% for bars in compression

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Concrete Technology and Design of Concrete Structures
If the storey height is equal to length of RCC wall, the percentage increase in strength is

30
10
20

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Concrete Technology and Design of Concrete Structures
The compressive strength of 100 mm cube as compared to 150 mm cube is always

equal
more
None of these
less

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