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RCC Structures Design

RCC Structures Design
In a slab, the pitch of the main reinforcement should not exceed its effective depth

Four times
Five times
Three times
Two times

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RCC Structures Design
Enlarged head of a supporting column of a flat slab is technically known as

Drop panel
Capital
Supporting end of the column
Top of the column

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

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

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RCC Structures Design
If permissible working stresses in steel and concrete are respectively 1400 kg/cm² and 80 kg/cm² and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, is

37 cm
39 cm
38 cm
40 cm

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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

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

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RCC Structures Design
The live load to be considered for an inaccessible roof, is

200 kg/m²
Nil
150 kg/cm²
75 kg/m²

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