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RCC Structures Design

RCC Structures Design
A pre-cast pile generally used, is

Octagonal
Square
Square with corners chamfered
Circular

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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

All listed here
30°
45°
40°

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

0.15 %
1
6
4 %

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RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

5 cm to 8 cm
12 cm to 15 cm
3 cm to 5 cm
8 cm to 10 cm

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RCC Structures Design
If jd is the lever arm and ΣO is the total perimeter of reinforcement of an R.C.C. beam, the bond stress at the section having Q shear force, is

Q/3jdƩO
Q/jdƩO
2 × Q/jdƩO
Q/2jdƩO

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RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than

40
30
56
50

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