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RCC Structures Design

RCC Structures Design
If T and R are tread and rise respectively of a stair, then

2R + T = 60
R + 2T= 30
R + 2T = 60
2R + T = 30

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

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

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RCC Structures Design
‘P’ is the pre-stressed force applied to tendon of a rectangular pre-stressed beam whose area of cross section is ‘A’ and sectional modulus is ‘Z’. The minimum stress ‘f’ on the beam subjected to a maximum bending moment ‘M’ is

f = (P/A) - (M/Z)
f = (P/'- (Z/M)
f = (A/P) - (M/Z)
f = (P/A) - (M/6Z)

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RCC Structures Design
For a number of columns constructed in a rcjw, the type of foundation provided, is

Strap
Raft
Strip
Footing

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RCC Structures Design
A pre-stressed concrete member

Possesses internal stresses
Is made of reinforced concrete
Is stressed after casting
Is made of concrete

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RCC Structures Design
Design of R.C.C. cantilever beams, is based on the resultant force at

Mid span
Free end
Mid span and fixed support
Fixed end

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