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RCC Structures Design

RCC Structures Design
The number of treads in a flight is equal to

None of these
Risers minus one
Risers in the flight
Risers plus one

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RCC Structures Design
The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

15 mm
10 mm
20 mm
25 mm

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RCC Structures Design
A raft foundation is provided if its area exceeds the plan area of the building by

20 %
40 %
10 %
50 %

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RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

25°
35°
55°
45°

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RCC Structures Design
Design of R.C.C. cantilever beams, is based on the resultant force at

Mid span and fixed support
Free end
Mid span
Fixed end

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RCC Structures Design
The live load to be considered for an accessible roof, is

150 kg/m²
Nil
75 kg/m³
200 kg/cm²

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