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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
For concreting of heavily reinforced sections without vibration, the workability of concrete expressed as compacting factor should be

0.75 - 0.80
0.85 - 0.92
Above 0.92
0.75 - 0.80

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Concrete Technology and Design of Concrete Structures
The fineness modulus of fine aggregate is in the range of

2.0 to 3.5
5.0 to 7.0
3.5 to 5.0
6.0 to 8.5

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

vater-cement ratio
time of transit
the air in the mix
size of aggregate

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Concrete Technology and Design of Concrete Structures
A higher modular ratio shows

lower compressive strength of concrete
higher tensile strength of steel
higher compressive strength of con-crete
lower tensile strength of steel

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Concrete Technology and Design of Concrete Structures
The slab is designed as one way if the ratio of long span to short span is

between 1 and 1.5
between 1.5 and 2
greater than 2
less than 1

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Concrete Technology and Design of Concrete Structures
Ratio of permissible stress in direct compression and bending compression is

greater than 2
between 1 and 1.5
between 1.5 and 2.0
less than 1

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