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RCC Structures Design

RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Diagonal compression
Horizontal shear
Vertical shear
Diagonal tension

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RCC Structures Design
The amount of reinforcement for main bars in a slab, is based upon

Minimum bending moment
Minimum shear force
Maximum shear force
Maximum bending moment

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

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

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RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.2
0.9
0.7
0.8

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

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RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

4 %
6
0.15 %
1

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