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RCC STRUCTURES DESIGN

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

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

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RCC Structures Design
The length of the straight portion of a bar beyond the end of the hook, should be at least

Four times the diameter
Twice the diameter
Thrice the diameter
Seven times the diameter

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RCC Structures Design
The maximum permissible size of aggregates to be used in casting the ribs of a slab, is

7.5 mm
5 mm
10 mm
15 mm

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RCC Structures Design
If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as

wl212
wl210
wl24
wl28

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RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

10
20
15
25

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