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RCC Structures Design

RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

16
8
10
12

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

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RCC Structures Design
If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is

(L/2) (1 - 3/qmax)
(L/3) (1 - 5/qmax)
(L/2) (1 - 2/qmax)
(L/2) (1 - 5/qmax)

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RCC Structures Design
The diameter of the column head support a flat slab, is generally kept

0.25 times the span length
0.25 times the diameter of the column
4.0 cm larger than the diameter of the column
5.0 cm larger than the diameter of the column

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RCC Structures Design
The steel generally used in R.C.C. work, is

Mild steel
High carbon steel
Stainless
High tension steel

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RCC Structures Design
Steel bars are generally connected together to get greater length than the standard length by providing

Straight bar splice
Dowel splice
Hooked splice
All listed here

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