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RCC Structures Design

RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

45
55
50
40

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RCC Structures Design
If R and T are rise and tread of a stair spanning horizontally, the steps are supported by a wall on one side and by a stringer beam on the other side, the steps are designed as beams of width

R + T
R - T
√(R² + T²)
T - R

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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

54.5
53.5
51.5
52.5

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RCC Structures Design
If the modular ratio is ‘m’, steel ratio is ‘r’ and overall depth of a beam is ‘d’, the depth of the critical neutral axis of the beam, is

[(r - m)/m] d
[m/(m - r)] d
[m/(m + r)] d
[(m + r)/m] d

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

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RCC Structures Design
Spacing of stirrups in a rectangular beam, is

Kept constant throughout the length
Increased at the centre of the beam
Decreased towards the centre of the beam
Increased at the ends

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