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RCC Structures Design

RCC Structures Design
The Young's modulus of elasticity of steel, is

200 KN/mm²
275 KN/mm²
150 KN/mm²
250 KN/mm²

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RCC Structures Design
A part of the slab may be considered as the flange of the T-beam if

It is built integrally with the beam
Flange has adequate reinforcement transverse to beam
All of the listed here
It is effectively bonded together with the beam

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RCC Structures Design
To have pressure wholly compressive under the base of a retaining wall of width b, the resultant of the weight of the wall and the pressure exerted by the retained, earth should have eccentricity not more than

b/6
b/4
b/3
b/5

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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
Needs revision of section
Is safe with stirrups and inclined bars

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RCC Structures Design
A flat slab is supported

On beams
On columns monolithically built with slab
On columns
On beams and columns

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RCC Structures Design
Piles are usually driven by

Diesel operated hammer
Drop hammer
Single acting steam hammer
All listed here

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