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RCC Structures Design

RCC Structures Design
Columns may be made of plain concrete if their unsupported lengths do not exceed their least lateral dimension

Five times
Three times
Four times
Two times

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RCC Structures Design
An R.C.C beam of 25 cm width has a clear span of 5 metres and carries a U.D.L. of 2000 kg/m inclusive of its self weight. If the lever arm of the section is 45 cm., the beam is

Safe in shear
Needs revision of the section
Is safe with stirrups
Is safe with stirrups and inclined members

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RCC Structures Design
The Young's modulus of elasticity of steel, is

275 KN/mm²
200 KN/mm²
250 KN/mm²
150 KN/mm²

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RCC Structures Design
The number of treads in a flight is equal to

Risers plus one
Risers minus one
Risers in the flight
None of these

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RCC Structures Design
The maximum shear stress (q) in concrete of a reinforced cement concrete beam is

Shear force/(Lever arm × Width)
Width/(Lever arm × Shear force)
(Shear force × Width)/Lever arm
Lever arm/(Shear force × Width)

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RCC Structures Design
According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is

15 kg/cm²
5 kg/cm²
10 kg/cm²
20 kg/cm²

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