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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
Minimum thickness of load bearing RCC wall should be

105 mm
100 mm
50 mm
40 mm

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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
30 m
20 m

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Concrete Technology and Design of Concrete Structures
According to ISI recommendations, the maximum depth of stress block for balanced section of a beam of effective depth d is

0.43 d
0.55 d
0.68 d
0.85 d

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

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

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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
If the depth of actual neutral axis in a beam is more than the depth of critical neutral axis, then the beam is called

over-reinforced beam
None of these
balanced beam
under-reinforced beam

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