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RCC Structures Design

RCC Structures Design
If T and R are tread and rise respectively of a stair, then

R + 2T= 30
R + 2T = 60
2R + T = 30
2R + T = 60

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RCC Structures Design
Lapped splices in tensile reinforcement are generally not used for bars of size larger than

18 mm diameter
24 mm diameter
30 mm diameter
36 mm diameter

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RCC Structures Design
Top bars are extended to the projecting parts of the combined footing of two columns L distance apart for a distance of

0.1 L from the outer edge of column
One-fourth the distance of projection
Half the distance of projection
0.1 L from the centre edge of column

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RCC Structures Design
For stairs spanning horizontally, the minimum waist provided is

4 cm
12 cm
8 cm
6 cm

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RCC Structures Design
The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or

24 bar diameters
12 bar diameters
18 bar diameters
30 bar diameters

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RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

12
16
10
8

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