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RCC Structures Design

RCC Structures Design
For a number of columns constructed in a rcjw, the type of foundation provided, is

Raft
Strip
Footing
Strap

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

Nil
150 kg/m²
200 kg/cm²
75 kg/m³

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

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

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

15 mm
11 mm
12 mm
10 mm

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

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RCC Structures Design
The load stress of a section can be reduced by

Replacing smaller bars by greater number of greater bars
Decreasing the lever arm
Replacing larger bars by greater number of small bars
Increasing the total perimeter of bars

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