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RCC Structures Design

RCC Structures Design
The weight of a foundation is assumed as

7% of wall weight
12% of wall weight
10% of wall weight
5% of wall weight

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RCC Structures Design
A circular slab subjected to external loading, deflects to form a

Ellipsoid
Semi-hemisphere
None of these
Paraboloid

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RCC Structures Design
If ‘W’ is the load on a circular slab of radius ‘R’, the maximum radial moment at the centre of the slab, is

2WR²/16
5WR²/16
WR²/16
3WR²/16

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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
Four times the diameter
Twice the diameter

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RCC Structures Design
To have pressure wholly compressive under the base of a retaining wall of width b, the resultant of the weight of the wall and the pressure exerted by the retained, earth should have eccentricity not more than

b/6
b/3
b/4
b/5

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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
5 mm
6 mm
4 mm

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