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RCC Structures Design

RCC Structures Design
In a slab, the pitch of the main reinforcement should not exceed its effective depth

Three times
Two times
Five times
Four times

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at the centre and from other two points 0.15 L from either end ; the maximum hogging moment will be

WL²/30
WL²/90
WL²/15
WL²/60

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RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

20 mm
12 mm
6 mm
22 mm

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

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

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RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

Less than 2.5
2
2.5
Less than 2

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RCC Structures Design
In a simply supported slab, alternate bars are curtailed at

1/5th of the span
1/7th of the span
1/4th of the span
1/6th of the span

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