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RCC Structures Design

RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

Less than 2.5
2.5
Less than 2
2

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

50
56
30
40

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RCC Structures Design
For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is

5.8
0.87
8.5
7.5

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RCC Structures Design
If R and T are rise and tread of a stair spanning horizontally, the steps are supported by a wall on one side and by a stringer beam on the other side, the steps are designed as beams of width

R - T
√(R² + T²)
R + T
T - R

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RCC Structures Design
High strength concrete is used in pre-stressed member

To overcome high bearing stresses developed at the ends
To provide high bond stresses
All listed here
To overcome bursting stresses at the ends

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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

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

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