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RCC Structures Design

RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.7
0.8
0.9
0.6

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RCC Structures Design
If T and R are tread and rise respectively of a stair, then

2R + T = 60
R + 2T = 60
2R + T = 30
R + 2T= 30

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RCC Structures Design
On an absolutely rigid foundation base, the pressure will

Not be uniform
Be more at the edges of the foundation
Be uniform
Be zero at the centre of the foundation

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RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

16
10
8
12

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RCC Structures Design
For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is

3
5
1
2

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

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

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