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RCC Structures Design

RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

25 kg/cm²
20 kg/cm²
10 kg/cm²
15 kg/cm²

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

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

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RCC Structures Design
The weight of a foundation is assumed as

12% of wall weight
5% of wall weight
10% of wall weight
7% of wall weight

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

Four times
Two times
Three times
Five times

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RCC Structures Design
The steel generally used in R.C.C. work, is

Mild steel
High tension steel
High carbon steel
Stainless

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

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