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RCC Structures Design

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

Diagonal tension
Horizontal shear
Diagonal compression
Vertical shear

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RCC Structures Design
The reinforced concrete beam which has width 25 cm, lever arm 40 cm, shear force 6t/cm², safe shear stress 5 kg/cm² and B.M. 24 mt,

Is over safe in shear
Is unsafe in shear
Needs redesigning
Is safe in shear

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RCC Structures Design
The angle of repose of a soil is the maximum angle which the outer face of the soil mass makes

None of these
With the perpendicular to the inclined plane of the soil
With the horizontal
With the vertical

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RCC Structures Design
The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is

260 kg/cm²
1400 kg/cm²
230 kg/cm²
190 kg/cm²

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RCC Structures Design
Post tensioning system

Is not economical and hence not generally used
None of these
Is economical for large spans and is adopted now a days
Was widely used in earlier days

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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

16 cm²
14 cm²
15 cm²
17 cm²

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