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RCC Structures Design

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

Horizontal shear
Diagonal tension
Diagonal compression
Vertical shear

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RCC Structures Design
If the ratio of long and short spans of a two way slab with corners held down is r, the actual reduction of B.M. is given by

(5/6) (r²/1 + r³) M
(5/6) (r/1 + r²) M
(5/6) (r²/1 + r⁴) M
(5/6) (r²/1 + r²) M

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RCC Structures Design
A ribbed slab is provided for

A plain ceiling
Acoustic insulation
Thermal insulation
All of these

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RCC Structures Design
In a simply supported slab, alternate bars are curtailed at

1/5th of the span
1/6th of the span
1/4th of the span
1/7th of the span

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RCC Structures Design
For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is

8.5
0.87
7.5
5.8

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RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

25 kg/cm²
20 kg/cm²
15 kg/cm²
10 kg/cm²

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