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RCC Structures Design

RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

3 m
4 m
5 m
6 m

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RCC Structures Design
Lapped splices in tensile reinforcement are generally not used for bars of size larger than

36 mm diameter
24 mm diameter
18 mm diameter
30 mm 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

Balanced section
Economic section
All listed here
Critical section

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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
Four times the diameter
Twice the diameter
Five times the diameter

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RCC Structures Design
The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than

18 bar diameters
30 bar diameters
36 bar diameters
24 bar diameters

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RCC Structures Design
The thickness of base slab of a retaining wall generally provided, is

Width of the stem at the bottom
One fourth of the width of the steam at the bottom
One half of the width of the stem at the bottom
One-third of the width of the stem at the bottom

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