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RCC Structures Design

RCC Structures Design
The horizontal portion of a step in a stairs case, is known as

Tread
Rise
Flight
Winder

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RCC Structures Design
By over-reinforcing a beam, the moment of resistance can be increased not more than

25 %
15 %
10 %
20 %

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RCC Structures Design
An R.C.C. roof slab is designed as a two way slab if

The slab is discontinuous at edges
It supports live loads in both directions
The slab is continuous over two supports
The ratio of spans in two directions is less than 2

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RCC Structures Design
The modular ratio ‘m’ of a concrete whose permissible compressive stress is ‘C’, may be obtained from the equation.

m = 3500/3C
m = 1400/3C
m = 2800/3C
m = 700/3C

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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
WL²/15
WL²/90
WL²/60

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RCC Structures Design
Spacing of stirrups in a rectangular beam, is

Decreased towards the centre of the beam
Increased at the centre of the beam
Kept constant throughout the length
Increased at the ends

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