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RCC Structures Design

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

12 mm
11 mm
10 mm
15 mm

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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
T - R
√(R² + T²)

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RCC Structures Design
The minimum number of main steel bars provided in R.C.C.

Circular columns is 6
Rectangular columns is 4
All listed here
Octagonal columns is 8

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RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Diagonal tension
Horizontal shear
Diagonal compression
Vertical shear

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RCC Structures Design
If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as

wl212
wl24
wl210
wl28

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

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

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