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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
To minimize the effect of differential settlement, the area of a footing should be designed for

Dead load + fraction of live load
Dead load only
Dead load + live load
Live load + fraction of dead load

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Concrete Technology and Design of Concrete Structures
According to IS: 456-1978, the maximum reinforcement in a column is

2 %
6 %
8 %
4%

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Concrete Technology and Design of Concrete Structures
In a spherical dome the hoop stress due to a concentrated load at crown is

zero
compressive everywhere
partly compressive and partly tensile
tensile everywhere

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Concrete Technology and Design of Concrete Structures
The individual variation between test strength of sample should not be more than

±20% of average
± 15% of average
±5% of average
± 10% of average

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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 ?

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

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Concrete Technology and Design of Concrete Structures
For a simply supported beam of span 15m, the minimum effective depth to satisfy the vertical deflection limits should be

900 mm
750 mm
600 mm
more than 1 m

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