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RCC Structures Design

RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

30 cm
75 cm
40 cm
20 cm

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RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

15
25
20
10

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

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

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

Horizontal shear
Diagonal compression
Diagonal tension
Vertical shear

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RCC Structures Design
The width of the flange of a T-beam should be less than

Least of the above
Breadth of the rib plus twelve times the thickness of the slab
Distance between the centers of T-beam
One-third of the effective span of the T-beam

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

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