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

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Concrete Technology and Design of Concrete Structures
Due to shrinkage stresses, a simply supported beam having reinforcement only at bottom tends to

None of these
Deflect upward
Deflect downward
Deflect downward or upward

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Concrete Technology and Design of Concrete Structures
For a reinforced concrete section, the shape of shear stress diagram is

rectangular above neutral axis and parabolic below neutral axis
parabolic above neutral axis and rectangular below neutral axis
wholly rectangular
wholly parabolic

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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

10 mm
20 mm
30 mm
15 mm

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

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

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Concrete Technology and Design of Concrete Structures
The load factors for live load and dead load are taken respectively as

2.2 and 2.2
1.5 and 2.2
2.2 and 1.5
1.5 and 1.5

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