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RCC Structures Design

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

Square
Square with corners chamfered
Circular
Octagonal

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

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

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RCC Structures Design
The system in which high tensile alloy steel bars (silica manganese steel) are used as pre-stressing tendons, is known as

Lee-McCall system
Freyssinet system
C.L. standard system
Magnel-Blaton system

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RCC Structures Design
The width of the flange of a L-beam, should be less than

Least of the above
One-sixth of the effective span
Breadth of the rib + half clear distance between ribs
Breadth of the rib + four times thickness of the slab

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RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

4.0 m
4.5 m
4.7 m
4.1 m

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RCC Structures Design
If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is

2800/3C
2800/C²
2800/C
2300/2C

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