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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
In working stress design, permissible bond stress in the case of deformed bars is more than that in plain bars by

50%
40%
60%
70 %

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Concrete Technology and Design of Concrete Structures
The main reason for providing number of reinforcing bars at a support in a simply supported beam is to resist in that zone

tensile stress
shear stress
bond stress
compressive stress

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Concrete Technology and Design of Concrete Structures
In T-shaped R C. retaining walls, the main reinforcement in the stem is provided on

the inner face in one direction
the front face in both directions
the front face in one direction
the inner face in both directions

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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 ?

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

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Concrete Technology and Design of Concrete Structures
The fineness modulus of fine aggregate is in the range of

3.5 to 5.0
2.0 to 3.5
6.0 to 8.5
5.0 to 7.0

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Concrete Technology and Design of Concrete Structures
As compared to ordinary portland cement, use of pozzuolanic cement

reduces workability
increases strength
increases shrinkage
increases bleeding

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