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RCC Structures Design

RCC Structures Design
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

Quarter span
Every section
Supports
Mid span

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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
The transverse reinforcements provided at right angles to the main reinforcement

Resist the shrinkage stress
All of these
Distribute the load
Resist the temperature stresses

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RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

2.5
2
Less than 2.5
Less than 2

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RCC Structures Design
[A + (m - 1)ASC] known as equivalent concrete area of R.C.C. is given by

Modular ratio method
Ultimate load method
None of these
Load factor method

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RCC Structures Design
To ensure that the hogging bending moment at two points of suspension of a pile of length L equals the sagging moment at its centre, the distances of the points of suspension from either end, is

0.107 L
0.407 L
0.307 L
0.207 L

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