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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

Footing
Strip
Strap
Raft

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RCC Structures Design
The diameter of longitudinal bars of a column should never be less than

12 mm
8 mm
10 mm
6 mm

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RCC Structures Design
If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least

WL/4P
WL/P
WL/2P
WL/3P

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RCC Structures Design
If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

3WR²/16
2WR²/16
WR²/16
Zero

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RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than

40
50
56
30

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

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