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RCC Structures Design

RCC Structures Design
For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

20
10
25
15

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RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

45°
30°
40°
All listed here

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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
Balanced section
Economic section
Critical section

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RCC Structures Design
In a simply supported slab, alternate bars are curtailed at

1/5th of the span
1/4th of the span
1/7th of the span
1/6th of the span

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RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

8
10
16
12

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RCC Structures Design
The steel generally used in R.C.C. work, is

Mild steel
Stainless
High carbon steel
High tension steel

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