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RCC STRUCTURES DESIGN

RCC Structures Design
If T and R are the tread and rise of a stair which carries a load w per square metre on slope, the corresponding load per square metre of the horizontal area, is

w (R/T)
w (R + T)/T
w √(R + T)/T
w √(R² + T²)/T

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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 = 700/3C
m = 2800/3C

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RCC Structures Design
The minimum number of main steel bars provided in R.C.C.

All listed here
Octagonal columns is 8
Rectangular columns is 4
Circular columns is 6

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

Horizontal shear
Vertical shear
Diagonal compression
Diagonal tension

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RCC Structures Design
In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are

10 legged
8 legged
12 legged
6 legged

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