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RCC Structures Design

RCC Structures Design
The design of a retaining wall assumes that the retained earth

Is dry
Is free from moisture
All listed here
Is not cohesive

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RCC Structures Design
The diameter of longitudinal bars of a column should never be less than

10 mm
8 mm
12 mm
6 mm

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RCC Structures Design
In a singly reinforced beam, the effective depth is measured from its compression edge to

Tensile edge
Tensile reinforcement
Neutral axis of the beam
Longitudinal central axis

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RCC Structures Design
The stem of a cantilever retaining wall which retains earth level with top is 6 m. If the angle of repose and weight of the soil per cubic metre are 30° and 2000 kg respectively, the effective width of the stem at the bottom, is

54.5
53.5
51.5
52.5

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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

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

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RCC Structures Design
A ribbed slab is provided for

Thermal insulation
All of these
Acoustic insulation
A plain ceiling

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