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RCC Structures Design

RCC Structures Design
A very comfortable type of stairs is

Open newel
Straight
Dog legged
Geometrical

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

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RCC Structures Design
A pre-stressed concrete member

Is made of reinforced concrete
Is stressed after casting
Is made of concrete
Possesses internal stresses

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RCC Structures Design
The system in which high tensile alloy steel bars (silica manganese steel) are used as pre-stressing tendons, is known as

Lee-McCall system
Freyssinet system
C.L. standard system
Magnel-Blaton system

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

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

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RCC Structures Design
Distribution of shear intensity over a rectangular section of a beam, follows:

A straight line
An elliptical curve
A circular curve
A parabolic curve

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