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RCC Structures Design

RCC Structures Design
The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

15 mm
10 mm
20 mm
25 mm

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RCC Structures Design
If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

WR²/16
Zero
3WR²/16
2WR²/16

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

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

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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
20 mm
15 mm
25 mm

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RCC Structures Design
After pre-stressing process is completed, a loss of stress is due to

All of the listed here
Creep of concrete
Shrinkage of concrete
Elastic shortening of concrete

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RCC Structures Design
Post tensioning system

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

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