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RCC Structures Design

RCC Structures Design
If diameter of a reinforcement bar is d, the anchorage value of the hook is

4d
16d
12d
8d

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RCC Structures Design
If q is the punching shear resistance per unit area a, is the side of a square footing for a column of side b, carrying a weight W including the weight of the footing, the depth (D) of the footing from punching shear consideration, is

D = W (a² - b²)/8a²bq
D = W (a² - b²)/4a²bq
D = W (a² - b²)/4abq
D = W (a - b)/4a²bq

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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
A cut-off wall
All listed here
A key

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RCC Structures Design
The width of the flange of a T-beam, which may be considered to act effectively with the rib depends upon

Centre to centre distance between T-beams
Overall thickness of the rib
Breadth of the rib
All of the listed here

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

20 %
15 %
10 %
25 %

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RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/20th of span
1/15th of span
1/25th of span
1/30th of span

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