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RCC Structures Design

RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

One diameter
3 diameters
3.5 diameters
2.5 diameters

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RCC Structures Design
The minimum thickness of a flat slab is taken

L/36 for end panels without drops
All listed here
L/32 for end panels without drops
L/36 for interior panels without drop

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

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

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RCC Structures Design
A foundation is called shallow if its depth, is

Half of its width
Equal to its width
Three-fourth of its width
One-fourth of its width

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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 (a - b)/4a²bq
D = W (a² - b²)/4a²bq

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

40
35
50
30

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