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RCC Structures Design

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

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

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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 and inclined bars
Is safe with stirrups
Is safe in shear

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RCC Structures Design
According to the steel beam theory of doubly reinforced beams

All of the listed here
Stress in tension steel equals the stress in compression steel
Tension is resisted by tension steel
Compression is resisted by compression steel

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RCC Structures Design
If C is creep coefficient, f is original pre-stress in concrete, m is modular ratio, E is Young's modulus of steel and e is shrinkage strain, the combined effect of creep and shrinkage is:

(1 - C) mf + eE
(C - 1) mf + eE
(C - 1) mf - eE
(1 - C) mf - eE

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RCC Structures Design
For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is

3
5
2
1

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RCC Structures Design
If the size of a column is reduced above the floor, the main bars of the columns, are

Bent inward at the floor level
Stopped just below the floor level and separate lap bars provided
Continued up
All of the listed here

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