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RCC Structures Design

RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

6 m
4 m
5 m
3 m

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

35
25
40
30

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at two points, the maximum, B.M. at the centre of the pile or at the points of suspension, is

WL²/47
WL²/16
WL/8
WL²/24

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RCC Structures Design
The neutral axis of a T-beam exists

All listed here
At the bottom edge of the slab
Below the slab
Within the flange

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

Four times
Two times
Three times
Five times

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RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

0.15 %
6
1
4 %

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