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RCC Structures Design

RCC Structures Design
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

12 legged
6 legged
10 legged
8 legged

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

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

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

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RCC Structures Design
In a doubly-reinforced beam if ‘c’ and ‘t’ are stresses in concrete and tension reinforcement, ‘d’ is the effective depth and ‘n’ is depth of critical neutral axis, the following relationship holds good

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

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RCC Structures Design
If the loading on a pre-stressed rectangular beam, is uniformly distributed, the tendon to be provided should be.

Straight below centroidal axis
Straight above centroidal axis
Parabolic with convexity downward
Parabolic with convexity upward

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RCC Structures Design
The live load to be considered for an accessible roof, is

200 kg/cm²
150 kg/m²
Nil
75 kg/m³

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