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RCC Structures Design

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

150 kg/cm²
200 kg/m²
Nil
75 kg/m²

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RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

4.7 m
4.1 m
4.5 m
4.0 m

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RCC Structures Design
The diameter of the column head support a flat slab, is generally kept

0.25 times the diameter of the column
4.0 cm larger than the diameter of the column
0.25 times the span length
5.0 cm larger than the diameter of the column

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RCC Structures Design
If the width of the foundation for two equal columns is restricted, the shape of the footing generally adopted, is

Trapezoidal
Rectangular
Triangular
Square

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RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

6
4 %
0.15 %
1

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RCC Structures Design
If T and R are the tread and rise of a stair which carries a load w per square metre on slope, the corresponding load per square metre of the horizontal area, is

w √(R² + T²)/T
w (R/T)
w √(R + T)/T
w (R + T)/T

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