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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
Maximum distance between expansion joints in structures as per IS : 456 – 1978 is

20 m
30 m
60 m
45 m

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

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

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Concrete Technology and Design of Concrete Structures
The percentage of reinforcement in case of slabs, when high strength deformed bars are used is not less than

0.13
0.12
0.14
0.15

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Concrete Technology and Design of Concrete Structures
For a continuous slab of 3 m x 3.5 m size, the minimum overall depth of slab to satisfy vertical deflection limits is

120 mm
75 mm
50 mm
100 mm

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Concrete Technology and Design of Concrete Structures
Prestress loss due to friction occurs

in both post-tensioned and preten-sioned beams
None of these
only in post-tensioned beams
only in pretensioned beams

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Concrete Technology and Design of Concrete Structures
Workability of concrete is directly proportional to

All of above
Time of transit
Aggregate cement ratio
Grading of the aggregate

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