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RCC Structures Design

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

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

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RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

8 cm to 10 cm
6 cm to 7.5 cm
12 cm to 15 cm
10 cm to 12 cm

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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

√(R² + T²)
R + T
R - T
T - R

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RCC Structures Design
In a singly reinforced beam, if the permissible stress in concrete reaches earlier than that in steel, the beam section is called

Under-reinforced section
Economic section
Critical section
Over reinforced section

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

200 kg/cm²
150 kg/m²
75 kg/m³
Nil

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RCC Structures Design
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

100 cm
50 cm
120 cm
75 cm

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