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RCC Structures Design

RCC Structures Design
The minimum head room over a stair must be

200 cm
205 cm
230 cm
210 cm

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RCC Structures Design
A simply supported beam 6 m long and of effective depth 50 cm, carries a uniformly distributed load 2400 kg/m including its self weight. If the lever arm factor is 0.85 and permissible tensile stress of steel is 1400 kg/cm², the area of steel required, is

17 cm²
14 cm²
15 cm²
16 cm²

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

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

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

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RCC Structures Design
The toe projection of foundation slabs is taken

Equal to heel slab
As one sixth of overall height of the wall
Below ground surface
As one third of the base

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

0.15 %
6
4 %
1

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