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RCC Structures Design

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

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

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RCC Structures Design
The amount of reinforcement for main bars in a slab, is based upon

Maximum bending moment
Maximum shear force
Minimum bending moment
Minimum shear force

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RCC Structures Design
An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is

7.6 kg/cm²
8.3 kg/cm²
21.5 kg/cm²
21.5 kg/cm²

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RCC Structures Design
The thickness of base slab of a retaining wall generally provided, is

Width of the stem at the bottom
One fourth of the width of the steam at the bottom
One half of the width of the stem at the bottom
One-third of the width of the stem at the bottom

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RCC Structures Design
In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

400 kg/cm²
200 kg/cm²
100 kg/cm²
300 kg/cm²

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RCC Structures Design
On an absolutely rigid foundation base, the pressure will

Be uniform
Be more at the edges of the foundation
Not be uniform
Be zero at the centre of the foundation

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