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RCC Structures Design

RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

3 cm to 5 cm
5 cm to 8 cm
8 cm to 10 cm
12 cm to 15 cm

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RCC Structures Design
The minimum cube strength of concrete used for a pre-stressed member, is

250 kg/cm²
50 kg/cm²
150 kg/cm²
350 kg/cm²

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RCC Structures Design
A foundation is called shallow if its depth, is

One-fourth of its width
Half of its width
Three-fourth of its width
Equal to its width

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

200 kg/m²
150 kg/cm²
Nil
75 kg/m²

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RCC Structures Design
The diameter of longitudinal bars of a column should never be less than

10 mm
12 mm
6 mm
8 mm

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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
Needs redesigning
Is safe in shear

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