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RCC Structures Design

RCC Structures Design
The weight of reinforced concrete, is generally taken as

2200 kg/m³
2300 kg/m³
2500 kg/m³
2400 kg/m³

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

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

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RCC Structures Design
An R.C.C. beam of 6 m span is 30 cm wide and has a lever arm of 55 cm. If it carries a U.D.L. of 12 t per m and allowable shear stress is 5 kg/cm², the beam

Is safe with stirrups and inclined bars
Is safe in shear
Needs revision of section
Is safe with stirrups

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RCC Structures Design
If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as

wl28
wl212
wl24
wl210

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RCC Structures Design
A reinforced concrete cantilever beam is 3.6 m long, 25 cm wide and has its lever arm 40 cm. It carries a load of 1200 kg at its free end and vertical stirrups can carry 1800 kg. Assuming concrete to carry one-third of the diagonal tension and ignoring the weight of the beam, the number of shear stirrups required, is

45
35
30
40

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RCC Structures Design
The effective span of a simply supported slab, is

Clear distance between the inner faces of the walls plus twice the thickness of the wall
Clear span plus effective depth of the slab
Distance between the centers of the bearings
None of these

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