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RCC Structures Design

RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.8
0.6
0.9
0.7

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RCC Structures Design
The width of the flange of a T-beam should be less than

Distance between the centers of T-beam
Least of the above
Breadth of the rib plus twelve times the thickness of the slab
One-third of the effective span of the T-beam

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

200 kg/cm²
75 kg/m³
Nil
150 kg/m²

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RCC Structures Design
The weight of a foundation is assumed as

7% of wall weight
10% of wall weight
12% of wall weight
5% of wall weight

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RCC Structures Design
The steel generally used in R.C.C. work, is

Stainless
Mild steel
High carbon steel
High tension steel

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RCC Structures Design
For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is

1
3
5
2

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