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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
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
The Young's modulus of elasticity of steel, is

250 KN/mm²
150 KN/mm²
275 KN/mm²
200 KN/mm²

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RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than

56
30
50
40

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RCC Structures Design
Long and short spans of a two way slab are ly and lx and load on the slab acting on strips parallel to lx and ly be wx and wy respectively. According to Rankine Grashoff theory

None of these
(wx/wy) = (ly/lx)²
(wx/wy) = (ly/lx)
(wx/wy) = (ly/lx)⁴

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RCC Structures Design
In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

100 kg/cm²
200 kg/cm²
400 kg/cm²
300 kg/cm²

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