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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
The limits of percentage p of the longitudinal reinforce-ment in a column is given by

0.8% to 8%
0.15% to 2%
0.8% to 4%
0.8% to 6%

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Concrete Technology and Design of Concrete Structures
The maximum value of hoop compression in a dome is given by (where, w = load per unit area of surface of dome R = radius of curvature d = thickness of dome)

wR/2d
wR / 4d
2wR/d
wR/d

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Concrete Technology and Design of Concrete Structures
A continuous beam is deemed to be a deep beam when the ratio of effective span to overall depth (1/D) is less than

4.5
2.5
5.5
3.5

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Concrete Technology and Design of Concrete Structures
While designing the pile as a column, the end conditions are nearly

one end fixed and other end free
both ends hinged
one end fixed and other end hinged
both ends fixed

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

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

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Concrete Technology and Design of Concrete Structures
The percentage of voids in cement is approximately

40%
60%
70%
50%

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