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RCC Structures Design

RCC Structures Design
If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least

WL/4P
WL/2P
WL/3P
WL/P

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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
In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as

All listed here
A cut-off wall
A key
A rib

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RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

2
2.5
Less than 2.5
Less than 2

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than

One diameter of thicker bar
None of these
Twice the diameter of thinner bar
One diameter of thinner bar

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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

20
25
10
15

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