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RCC Structures Design

RCC Structures Design
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

Every section
Quarter span
Supports
Mid span

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RCC Structures Design
The ratio of the breadth to effective depth of a beam is kept

0.7
0.25
0.75
0.5

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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

WL²/15
WL²/60
WL²/90
WL²/30

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RCC Structures Design
Piles are usually driven by

Drop hammer
Diesel operated hammer
All listed here
Single acting steam hammer

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RCC Structures Design
The live load to be considered for an inaccessible roof, is

Nil
200 kg/m²
150 kg/cm²
75 kg/m²

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RCC Structures Design
The weight of a foundation is assumed as

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

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