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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

2
Less than 2.5
2.5
Less than 2

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RCC Structures Design
The live load to be considered for an inaccessible roof, is

200 kg/m²
150 kg/cm²
Nil
75 kg/m²

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RCC Structures Design
The reinforced concrete beam which has width 25 cm, lever arm 40 cm, shear force 6t/cm², safe shear stress 5 kg/cm² and B.M. 24 mt,

Is safe in shear
Is unsafe in shear
Needs redesigning
Is over safe in shear

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RCC Structures Design
For stairs spanning horizontally, the minimum waist provided is

6 cm
12 cm
8 cm
4 cm

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RCC Structures Design
If the loading on a pre-stressed rectangular beam, is uniformly distributed, the tendon to be provided should be.

Straight above centroidal axis
Parabolic with convexity downward
Parabolic with convexity upward
Straight below centroidal axis

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RCC Structures Design
Post tensioning system

Is economical for large spans and is adopted now a days
Was widely used in earlier days
None of these
Is not economical and hence not generally used

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