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RCC Structures Design

RCC Structures Design
The weight of a foundation is assumed as

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

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RCC Structures Design
If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

16 mm
10 mm
14 mm
12 mm

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RCC Structures Design
If Sb, is the average bond stress on a bar of diameter ‘d’ subjected to maximum stress ‘t’, the length of the embedment ‘l’ is given by

l = dt/3Sb
l = dt/4Sb
l = dt/2Sb
l = dt/Sb

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RCC Structures Design
The width of the flange of a L-beam, should be less than

Breadth of the rib + half clear distance between ribs
Least of the above
One-sixth of the effective span
Breadth of the rib + four times thickness of the slab

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

40
30
35
25

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RCC Structures Design
Post tensioning system

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

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