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RCC Structures Design

RCC Structures Design
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

120 cm
50 cm
75 cm
100 cm

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RCC Structures Design
In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at

A point of zero shear force
A point of the maximum shear force
Less loaded column
More loaded column

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RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

8 cm to 10 cm
6 cm to 7.5 cm
10 cm to 12 cm
12 cm to 15 cm

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RCC Structures Design
The length of the straight portion of a bar beyond the end of the hook, should be at least

Thrice the diameter
Twice the diameter
Four times the diameter
Seven times the diameter

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RCC Structures Design
In a slab, the pitch of the main reinforcement should not exceed its effective depth

Three times
Two times
Four 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
[(m + r)/m] d
[(r - m)/m] d

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