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RCC Structures Design

RCC Structures Design
On piles, the drop must be at least

123 cm
80 cm
124 cm
120 cm

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RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

11 mm
12 mm
10 mm
15 mm

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

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

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RCC Structures Design
High strength concrete is used in pre-stressed member

To overcome bursting stresses at the ends
To provide high bond stresses
To overcome high bearing stresses developed at the ends
All listed here

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RCC Structures Design
If P kg/m² is the upward pressure on the slab of a plain concrete footing whose projection on either side of the wall is a cm, the depth of foundation D is given by

D = 0.775 Pa
D = 0.0775 aP
D = 0.00775 aP
D = 0.07775 aP

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

8 legged
6 legged
10 legged
12 legged

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