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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

40%
70 %
50%
60%

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Concrete Technology and Design of Concrete Structures
For walls, columns and vertical faces of all structural members, the form work is generally removed after

7 days
24 to 48 hours
14 days
3 days

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Concrete Technology and Design of Concrete Structures
Ultimate strength of cold drawn high steel wires

decreases with increase in diameter of bar
does not depend on diameter of bar
increases with increase in diameter of bar
None of these

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Concrete Technology and Design of Concrete Structures
Most common method of prestressing used for factory production is

Magnel-Blaton system
Lee-Macall system
Long line method
Freyssinet system

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Concrete Technology and Design of Concrete Structures
The factor of safety for

None of these
steel and concrete are same
steel is higher than that for concrete
steel is lower than that for concrete

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

60 m
45 m
20 m
30 m

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