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RCC Structures Design

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

120 cm
124 cm
80 cm
123 cm

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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

WL²/90
WL²/60
WL²/15
WL²/30

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RCC Structures Design
The weight of a foundation is assumed as

12% of wall weight
7% of wall weight
10% of wall weight
5% of wall weight

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RCC Structures Design
If ‘W’ is weight of a retaining wall and ‘P’ is the horizontal earth pressure, the factor of safety against sliding, is

2.0
3.0
1.0
1.5

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RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

15
20
10
25

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RCC Structures Design
The diameter of the column head support a flat slab, is generally kept

0.25 times the diameter of the column
4.0 cm larger than the diameter of the column
5.0 cm larger than the diameter of the column
0.25 times the span length

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