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RCC Structures Design

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

30°
40°
All listed here
45°

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RCC Structures Design
Post tensioning system

Is economical for large spans and is adopted now a days
Is not economical and hence not generally used
Was widely used in earlier days
None of these

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RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

12 mm
10 mm
11 mm
15 mm

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RCC Structures Design
If q is the punching shear resistance per unit area a, is the side of a square footing for a column of side b, carrying a weight W including the weight of the footing, the depth (D) of the footing from punching shear consideration, is

D = W (a² - b²)/4a²bq
D = W (a² - b²)/8a²bq
D = W (a² - b²)/4abq
D = W (a - b)/4a²bq

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RCC Structures Design
The amount of reinforcement for main bars in a slab, is based upon

Minimum bending moment
Maximum bending moment
Minimum shear force
Maximum shear force

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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

Critical section
Economic section
Balanced section
All listed here

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