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RCC Structures Design

RCC Structures Design
As per IS : 1343, total shrinkage for a pre-tensioned beam, is

3.0 × 10⁻³
3.0 × 10⁻⁵
3.0 × 10⁻²
3.5 × 10⁻⁵

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RCC Structures Design
If d and n are the effective depth and depth of the neutral axis respectively of a singly reinforced beam, the lever arm of the beam, is

d + n/3
d - n/3
n
d

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RCC Structures Design
If the modular ratio is ‘m’, steel ratio is ‘r’ and overall depth of a beam is ‘d’, the depth of the critical neutral axis of the beam, is

[m/(m - r)] d
[(r - m)/m] d
[(m + r)/m] d
[m/(m + r)] d

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

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RCC Structures Design
A very comfortable type of stairs is

Straight
Dog legged
Open newel
Geometrical

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

3.5 diameters
One diameter
2.5 diameters
3 diameters

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