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RCC Structures Design

RCC Structures Design
As per IS : 1343, total shrinkage for a pre-tensioned beam, is

3.5 × 10⁻⁵
3.0 × 10⁻²
3.0 × 10⁻⁵
3.0 × 10⁻³

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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
8hl/p
8hl/p²
8hp/l

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

40
50
45
55

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RCC Structures Design
If the bearing capacity of soil is 10 tonnes/cm² and the projection of plain concrete footing from walls, is a cm, the depth D of footing is

D = 0.775 √a
D = 0.0775 a
D = 0.775 a
D = 0.775 a²

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

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

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RCC Structures Design
In a singly reinforced beam, the effective depth is measured from its compression edge to

Neutral axis of the beam
Longitudinal central axis
Tensile edge
Tensile reinforcement

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