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RCC Structures Design

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

150 kg/m²
75 kg/m³
200 kg/cm²
Nil

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

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

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RCC Structures Design
According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is

15 kg/cm²
5 kg/cm²
10 kg/cm²
20 kg/cm²

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is

150 cm
100 cm
200 cm
50 cm

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RCC Structures Design
As per IS : 1343, total shrinkage for a pre-tensioned beam, is

3.5 × 10⁻⁵
3.0 × 10⁻⁵
3.0 × 10⁻²
3.0 × 10⁻³

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RCC Structures Design
If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as

wl28
wl212
wl210
wl24

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