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RCC Structures Design

RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

10
20
15
25

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RCC Structures Design
In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as

A rib
A key
A cut-off wall
All listed here

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

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

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RCC Structures Design
A very comfortable type of stairs is

Dog legged
Open newel
Straight
Geometrical

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RCC Structures Design
Post tensioning system

Was widely used in earlier days
None of these
Is economical for large spans and is adopted now a days
Is not economical and hence not generally used

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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

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

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