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RCC Structures Design

RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

15 kg/cm²
10 kg/cm²
25 kg/cm²
20 kg/cm²

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RCC Structures Design
If ‘W’ is the uniformly distributed load on a circular slab of radius ‘R’ fixed at its ends, the maximum positive radial moment at its centre, is

2WR²/16
WR²/16
None of these
3WR²/16

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RCC Structures Design
In testing a pile by load test, pile platform is loaded with one and half times the design load and a maximum settlement is noted. The load is gradually removed and the consequent rebound is measured. For a safe pile, the net settlement (i.e. total settlement minus rebound) per tonne of test load should not exceed

10 mm
25 mm
15 mm
20 mm

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

Nil
150 kg/m²
200 kg/cm²
75 kg/m³

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RCC Structures Design
If ‘W’ is weight of a retaining wall and ‘P’ is the horizontal earth pressure, the factor of safety against sliding, is

1.5
3.0
1.0
2.0

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

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