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RCC Structures Design

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

30
50
40
56

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

2.5 diameters
3 diameters
3.5 diameters
One diameter

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RCC Structures Design
Columns may be made of plain concrete if their unsupported lengths do not exceed their least lateral dimension

Two times
Three times
Five times
Four times

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RCC Structures Design
The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than

18 bar diameters
36 bar diameters
30 bar diameters
24 bar diameters

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RCC Structures Design
Though the effective depth of a T-beam is the distance between the top compression edge to the centre of the tensile reinforcement, for heavy loads, it is taken as

1/10th of the span
1/8th of the span
1/12th of the span
1/16th of the span

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

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

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