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RCC Structures Design

RCC Structures Design
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

7 mm
4 mm
5 mm
6 mm

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RCC Structures Design
If ‘H’ is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is

0.3 H
0.4 H
0.7 H
0.5 H

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RCC Structures Design
The load stress of a section can be reduced by

Replacing smaller bars by greater number of greater bars
Replacing larger bars by greater number of small bars
Increasing the total perimeter of bars
Decreasing the lever arm

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

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

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

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RCC Structures Design
The toe projection of foundation slabs is taken

Equal to heel slab
As one sixth of overall height of the wall
As one third of the base
Below ground surface

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