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RCC Structures Design

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

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

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RCC Structures Design
Top bars are extended to the projecting parts of the combined footing of two columns L distance apart for a distance of

One-fourth the distance of projection
0.1 L from the outer edge of column
0.1 L from the centre edge of column
Half the distance of projection

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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

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

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

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RCC Structures Design
In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at

A point of the maximum shear force
A point of zero shear force
More loaded column
Less loaded column

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RCC Structures Design
The advantage of a concrete pile over a timber pile, is

No decay due to termites
Higher bearing capacity
No restriction on length
All of these

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