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RCC Structures Design

RCC Structures Design
If diameter of a reinforcement bar is d, the anchorage value of the hook is

12d
16d
4d
8d

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RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.9
0.6
0.7
0.8

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

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

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RCC Structures Design
The radius of a bar bend to form a hook, should not be less than

Thrice the diameter
Five times the diameter
Twice the diameter
Four times the diameter

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RCC Structures Design
The section of a reinforced beam where most distant concrete fibre in compression and tension in steel attains permissible stresses simultaneously, is called

All listed here
Critical section
Balanced section
Economic section

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

50 cm
120 cm
75 cm
100 cm

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