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RCC Structures Design

RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

8 cm to 10 cm
5 cm to 8 cm
12 cm to 15 cm
3 cm to 5 cm

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RCC Structures Design
The advantage of a concrete pile over a timber pile, is

No restriction on length
Higher bearing capacity
No decay due to termites
All of these

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

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RCC Structures Design
The zone in which transverse bending is likely to occur may be obtained by drawing a line from the faces of the column making an angle θ° with horizontal where θ° is

None of these
45°
30°
60°

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

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

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RCC Structures Design
The design of heel slab of a retaining wall is based on the maximum bending moment due to:

All listed here
Its own weight
Load of the surcharge, if any
Weight of the soil above it

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