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Concrete Technology and Design of Concrete Structures

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

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

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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
For concreting of heavily reinforced sections without vibration, the workability of concrete expressed as compacting factor should be

0.85 - 0.92
0.75 - 0.80
0.75 - 0.80
Above 0.92

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

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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

Deflect upward
Deflect downward or upward
Deflect downward
None of these

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Concrete Technology and Design of Concrete Structures
The main reinforcement in the heel of a T-shaped R.C. retaining wall is provided on

top face perpendicular to wall
both top and bottom faces perpendicular to wall
bottom face perpendicular to wall
None of these

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