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RCC Structures Design

RCC Structures Design
Piles are usually driven by

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

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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

Every section
Supports
Mid span
Quarter span

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RCC Structures Design
In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

100 kg/cm²
400 kg/cm²
300 kg/cm²
200 kg/cm²

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at two points, the maximum, B.M. at the centre of the pile or at the points of suspension, is

WL²/47
WL²/24
WL²/16
WL/8

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RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Vertical shear
Diagonal tension
Horizontal shear
Diagonal compression

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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

10 cm
15 cm
20 cm
5 cm

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