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RCC Structures Design

RCC Structures Design
A flat slab is supported

On columns monolithically built with slab
On beams and columns
On beams
On columns

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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

35
25
30
40

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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
Elastic shortening of concrete
Shrinkage of concrete
Creep of concrete

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RCC Structures Design
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

Supports
Every section
Mid span
Quarter span

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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
25 mm
10 mm

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RCC Structures Design
To have pressure wholly compressive under the base of a retaining wall of width b, the resultant of the weight of the wall and the pressure exerted by the retained, earth should have eccentricity not more than

b/5
b/4
b/3
b/6

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