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RCC Structures Design

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

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

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RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

Less than 2
Less than 2.5
2
2.5

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RCC Structures Design
A pre-cast pile generally used, is

Square with corners chamfered
Square
Octagonal
Circular

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RCC Structures Design
If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is

(L/2) (1 - 5/qmax)
(L/2) (1 - 3/qmax)
(L/3) (1 - 5/qmax)
(L/2) (1 - 2/qmax)

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RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

5 m
4 m
3 m
6 m

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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

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

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