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RCC Structures Design

RCC Structures Design
A pre-cast pile generally used, is

Square
Octagonal
Square with corners chamfered
Circular

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RCC Structures Design
Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

h/3
h/2
2h/3
h/4

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RCC Structures Design
If Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and σc are the modular ratio and maximum stress in the configuration of concrete, the strength of column is

σcAc + m σcAsc
σc(A - Asc) + m σcAsc
All listed here
σc[A + (m - 1)Asc]

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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

WL²/24
WL/8
WL²/47
WL²/16

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RCC Structures Design
Post tensioning system

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

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RCC Structures Design
According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is

20 kg/cm²
10 kg/cm²
5 kg/cm²
15 kg/cm²

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