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RCC Structures Design

RCC Structures Design
The design of a retaining wall assumes that the retained earth

Is free from moisture
Is dry
Is not cohesive
All listed here

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RCC Structures Design
On piles, the drop must be at least

124 cm
120 cm
123 cm
80 cm

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RCC Structures Design
As the percentage of steel increases

Lever arm increases
Depth of neutral axis increases
Lever arm decreases
Depth of neutral axis decreases

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

25
35
20
30

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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

2
3
5
1

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RCC Structures Design
If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least

WL/P
WL/3P
WL/4P
WL/2P

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