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RCC Structures Design

RCC Structures Design
The percentage of minimum reinforcement of the gross sectional area in slabs, is

0.15 %
0.18 %
0.10 %
0.12 %

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RCC Structures Design
If the maximum bending moment of a simply supported slab is M Kg.cm, the effective depth of the slab is (where Q is M.R. factor)

√(M/100Q)
M/100Q
M/10√Q
√(M/Q)

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RCC Structures Design
The weight of reinforced concrete, is generally taken as

2400 kg/m³
2300 kg/m³
2200 kg/m³
2500 kg/m³

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RCC Structures Design
An R.C.C. roof slab is designed as a two way slab if

The ratio of spans in two directions is less than 2
The slab is continuous over two supports
It supports live loads in both directions
The slab is discontinuous at edges

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RCC Structures Design
The diameter of the column head support a flat slab, is generally kept

5.0 cm larger than the diameter of the column
4.0 cm larger than the diameter of the column
0.25 times the span length
0.25 times the diameter of the column

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RCC Structures Design
If ‘W’ is weight of a retaining wall and ‘P’ is the horizontal earth pressure, the factor of safety against sliding, is

1.5
2.0
1.0
3.0

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