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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

40°
All listed here
45°
30°

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in one direction, is

25
30
20
35

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RCC Structures Design
Enlarged head of a supporting column of a flat slab is technically known as

Drop panel
Supporting end of the column
Capital
Top of the column

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RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

4 %
6
1
0.15 %

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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
Twice the diameter
Four times the diameter
Thrice the diameter

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RCC Structures Design
In a singly reinforced beam, the effective depth is measured from its compression edge to

Longitudinal central axis
Tensile edge
Neutral axis of the beam
Tensile reinforcement

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