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RCC Structures Design

RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

25 kg/cm²
15 kg/cm²
20 kg/cm²
10 kg/cm²

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RCC Structures Design
If the maximum dip of a parabolic tendon carrying tension P is h and the effective length of the pre-stressed beam is L, the upward uniform pressure will be

8hp/l²
8hp/l
8hl/p²
8hl/p

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

8
16
10
12

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RCC Structures Design
The number of treads in a flight is equal to

None of these
Risers plus one
Risers minus one
Risers in the flight

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RCC Structures Design
With usual notations the depth of the neutral axis of a balanced section, is given by

t/mc = (d + n)/n
t/mc = (d - n)/n
mc/t = (d - n)/n
mc/t = n/(d - n)

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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
2WR²/16
5WR²/16
3WR²/16

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