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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%
60%
40%
70 %

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Concrete Technology and Design of Concrete Structures
Air entrainment in the concrete increases

workability
strength
the unit weight
the effects of temperature variations

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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

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

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Concrete Technology and Design of Concrete Structures
The average permissible stress in bond for plain bars in tension is

increased by 25% for bars in compression
decreased by 10% for bars in compression
decreased by 25% for bars in compression
increased by 10% for bars in compression

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Concrete Technology and Design of Concrete Structures
In reinforced concrete footing on soil, the minimum thickness at edge should not be less than

250 mm
150 mm
200 mm
100 mm

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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
elastic shortening of concrete
shrinkage of concrete
loss due to friction

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