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RCC Structures Design

RCC Structures Design
A flat slab is supported

On beams
On beams and columns
On columns monolithically built with slab
On columns

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RCC Structures Design
The stem of a cantilever retaining wall which retains earth level with top is 6 m. If the angle of repose and weight of the soil per cubic metre are 30° and 2000 kg respectively, the effective width of the stem at the bottom, is

51.5
54.5
52.5
53.5

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

75 kg/m²
200 kg/m²
150 kg/cm²
Nil

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RCC Structures Design
If l₁ and l₂ are the lengths of long and short spans of a two way slab simply supported on four edges and carrying a load w per unit area, the ratio of the loads split into w₁ and w₂ acting on strips parallel to l₂ and l₁ is

w₁/w₂ = (l₂/l₁)⁴
w₁/w₂ = (l₂/l₁)²
w₁/w₂ = l₂/l₁
w₁/w₂ = (l₂/l₁)³

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RCC Structures Design
A ribbed slab is provided for

Acoustic insulation
A plain ceiling
Thermal insulation
All of these

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RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

40 cm
20 cm
30 cm
75 cm

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