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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
Columns may be made of plain concrete if their unsupported lengths do not exceed their least lateral dimension

Two times
Four times
Three times
Five times

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

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in one direction, is

35
20
30
25

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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
An elliptical curve
A straight line

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RCC Structures Design
‘P’ is the pre-stressed force applied to the tendon of a rectangular pre-stressed beam whose area of cross section is ‘A’ and sectional modulus is ‘Z’. The maximum stress ‘f’ in the beam, subjected to a maximum bending moment ‘M’, is

f = (P/'+ (Z/M)
f = (A/P) + (M/Z)
f = (P/A) + (M/Z)
f = (P/A) + (M/6Z)

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