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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
While designing the pile as a column, the end conditions are nearly

both ends hinged
one end fixed and other end hinged
one end fixed and other end free
both ends fixed

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Concrete Technology and Design of Concrete Structures
For a cantilever of effective depth of 0.5m, the maximum span to satisfy vertical deflection limit is

4 m
6 m
3.5 m
5 m

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Concrete Technology and Design of Concrete Structures
The minimum cover in a slab should neither be less than the diameter of bar nor less than

15 mm
10 mm
20 mm
30 mm

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

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Concrete Technology and Design of Concrete Structures
According to IS : 456- 1978, minimum slenderness ratio for a short column is

more than 24
less than 12
less than 18
between 18 and 24

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

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

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