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RCC Structures Design

RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

30
25
40
35

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RCC Structures Design
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

4 mm
7 mm
6 mm
5 mm

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RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

Load
Shrinkage stress
All listed here
Temperature stress

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RCC Structures Design
For a number of columns constructed in a rcjw, the type of foundation provided, is

Raft
Footing
Strip
Strap

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

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RCC Structures Design
The effective span of a simply supported slab, is

Clear distance between the inner faces of the walls plus twice the thickness of the wall
None of these
Clear span plus effective depth of the slab
Distance between the centers of the bearings

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