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RCC Structures Design

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

8 mm
12 mm
10 mm
6 mm

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

75 kg/m²
200 kg/m²
150 kg/cm²
Nil

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RCC Structures Design
The weight of a foundation is assumed as

12% of wall weight
10% of wall weight
5% of wall weight
7% of wall weight

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RCC Structures Design
Post tensioning system

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

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RCC Structures Design
The maximum permissible size of aggregates to be used in casting the ribs of a slab, is

15 mm
10 mm
5 mm
7.5 mm

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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

20 mm
15 mm
10 mm
25 mm

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