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RCC Structures Design

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

75 kg/m³
Nil
150 kg/m²
200 kg/cm²

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RCC Structures Design
If ‘W’ is the load on a circular slab of radius ‘R’, the maximum radial moment at the centre of the slab, is

WR²/16
3WR²/16
5WR²/16
2WR²/16

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

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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
75 cm
20 cm
30 cm

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RCC Structures Design
The thickness of base slab of a retaining wall generally provided, is

One fourth of the width of the steam at the bottom
Width of the stem at the bottom
One-third of the width of the stem at the bottom
One half of the width of the stem at the bottom

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

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