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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
Strap
Footing
Strip

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RCC Structures Design
The number of treads in a flight is equal to

None of these
Risers minus one
Risers plus one
Risers in the flight

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RCC Structures Design
If ‘W’ is the uniformly distributed load on a circular slab of radius ‘R’ fixed at its ends, the maximum positive radial moment at its centre, is

3WR²/16
None of these
WR²/16
2WR²/16

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RCC Structures Design
If q is the punching shear resistance per unit area a, is the side of a square footing for a column of side b, carrying a weight W including the weight of the footing, the depth (D) of the footing from punching shear consideration, is

D = W (a² - b²)/8a²bq
D = W (a - b)/4a²bq
D = W (a² - b²)/4abq
D = W (a² - b²)/4a²bq

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

Diagonal compression
Diagonal tension
Vertical shear
Horizontal shear

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

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