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RCC Structures Design

RCC Structures Design
By over-reinforcing a beam, the moment of resistance can be increased not more than

15 %
25 %
20 %
10 %

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RCC Structures Design
If ‘W’ is weight of a retaining wall and ‘P’ is the horizontal earth pressure, the factor of safety against sliding, is

2.0
3.0
1.5
1.0

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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
Four times the diameter
Twice the diameter
Five times the diameter

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RCC Structures Design
The thickness of base slab of a retaining wall generally provided, is

One fourth of the width of the steam at the bottom
Width of the stem at the bottom
One half of the width of the stem at the bottom
One-third of the width of the stem at the bottom

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RCC Structures Design
The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than

24 bar diameters
36 bar diameters
18 bar diameters
30 bar diameters

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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

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

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