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RCC Structures Design

RCC Structures Design
The design of a retaining wall assumes that the retained earth

Is not cohesive
Is free from moisture
Is dry
All listed here

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

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

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RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

30 cm
40 cm
75 cm
20 cm

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RCC Structures Design
The width of the flange of a L-beam, should be less than

Breadth of the rib + half clear distance between ribs
Least of the above
One-sixth of the effective span
Breadth of the rib + four times thickness of the slab

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RCC Structures Design
The diameter of longitudinal bars of a column should never be less than

10 mm
8 mm
6 mm
12 mm

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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
6 mm
4 mm
5 mm

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