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RCC Structures Design

RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than

56
40
50
30

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

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

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

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

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RCC Structures Design
If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

0.4
0.7
0.5
0.6

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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
Shrinkage of concrete
Elastic shortening of concrete
Creep of concrete

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RCC Structures Design
The effective width of a column strip of a flat slab, is

Diameter of the column
Radius of the column
One-fourth the width of the panel
Half the width of the panel

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