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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

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

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Concrete Technology and Design of Concrete Structures
Normally prestressing wires are arranged in the

center
upper part of the beam
lower part of the beam
anywhere

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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 downward
Deflect downward or upward
None of these
Deflect upward

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Concrete Technology and Design of Concrete Structures
In a counterfort retaining wall, the main reinforcement is provided on thei) bottom face in front counterfortii) inclined face in front counterfortiii) bottom face in back counterfortiv) inclined face in back counterEortThe correct answer is

(i) and (iv)
(ii) and (iii)
(i) and (ii),
(iii) and (iv)

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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
less than 1
between 1.5 and 2.0
between 1 and 1.5

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

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