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RCC Structures Design

RCC Structures Design
If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

3WR²/16
Zero
WR²/16
2WR²/16

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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,

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

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RCC Structures Design
Post tensioning system

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

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RCC Structures Design
Enlarged head of a supporting column of a flat slab is technically known as

Supporting end of the column
Capital
Drop panel
Top of the column

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RCC Structures Design
To ensure that the hogging bending moment at two points of suspension of a pile of length L equals the sagging moment at its centre, the distances of the points of suspension from either end, is

0.407 L
0.107 L
0.307 L
0.207 L

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RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

4.7 m
4.0 m
4.5 m
4.1 m

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