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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
Workability of concrete is inversely proportional to

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

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Concrete Technology and Design of Concrete Structures
Which of the following losses of prestress occurs only in pretensioning and not in post-tensioning ?

creep of concrete
loss due to friction
elastic shortening of concrete
shrinkage of concrete

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Concrete Technology and Design of Concrete Structures
For the design of retaining walls, the minimum factor of safety against overturning is taken as

1.5
2
3
2.5

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

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

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Concrete Technology and Design of Concrete Structures
In counterfort retaining walls, the main reinforcement in the stem at support is

Provided only on inner face
Not provided
Provided only on front face
Provided both on inner and front faces

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