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RCC Structures Design

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

75 kg/m³
200 kg/cm²
Nil
150 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 unsafe in shear
Is over safe in shear
Is safe in shear
Needs redesigning

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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
WL²/16
WL/8
WL²/24

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RCC Structures Design
The diameter of transverse reinforcement of columns should be equal to one-fourth of the diameter of the main steel rods but not less than

5 mm
6 mm
4 mm
7 mm

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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

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

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RCC Structures Design
A circular slab subjected to external loading, deflects to form a

Ellipsoid
None of these
Semi-hemisphere
Paraboloid

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