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RCC Structures Design

RCC Structures Design
Thickened part of a flat slab over its supporting column, is technically known as

None of these
Capital
Column head
Drop panel

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RCC Structures Design
If a rectangular pre-stressed beam of an effective span of 5 meters and carrying a total load 3840 kg/m, is designed by the load balancing method, the central dip of the parabolic tendon should be

15 cm
20 cm
5 cm
10 cm

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

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

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RCC Structures Design
Post tensioning system

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

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RCC Structures Design
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

Supports
Quarter span
Every section
Mid span

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RCC Structures Design
Piles are usually driven by

All listed here
Single acting steam hammer
Drop hammer
Diesel operated hammer

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