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RCC Structures Design

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

200 kg/cm²
Nil
75 kg/m³
150 kg/m²

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RCC Structures Design
The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is

190 kg/cm²
230 kg/cm²
1400 kg/cm²
260 kg/cm²

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

10 %
50 %
20 %
40 %

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

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

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RCC Structures Design
If ‘p’ is the net upward pressure on a square footing of side ‘b’ for a square column of side ‘a’, the maximum bending moment is given by

M = pb (b - a)²/4
M = pb (b - a)²/8
M = pb (b + a)/8
M = pb (c - a)/4
M = pb (b + a)/8

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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
Fixed end
Mid span

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