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RCC Structures Design

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

Circular
Square with corners chamfered
Square
Octagonal

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RCC Structures Design
To have pressure wholly compressive under the base of a retaining wall of width b, the resultant of the weight of the wall and the pressure exerted by the retained, earth should have eccentricity not more than

b/6
b/5
b/3
b/4

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RCC Structures Design
The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or

30 bar diameters
18 bar diameters
24 bar diameters
12 bar diameters

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RCC Structures Design
The weight of reinforced concrete, is generally taken as

2400 kg/m³
2200 kg/m³
2300 kg/m³
2500 kg/m³

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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

2300/2C
2800/3C
2800/C
2800/C²

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

One-third of the effective span of the T-beam
Distance between the centers of T-beam
Breadth of the rib plus twelve times the thickness of the slab
Least of the above

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