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RCC Structures Design

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

0.6
0.4
0.7
0.5

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RCC Structures Design
For a number of columns constructed in a rcjw, the type of foundation provided, is

Footing
Raft
Strap
Strip

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RCC Structures Design
An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is

8.3 kg/cm²
21.5 kg/cm²
21.5 kg/cm²
7.6 kg/cm²

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RCC Structures Design
In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at

A point of zero shear force
A point of the maximum shear force
More loaded column
Less loaded column

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RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

25
20
10
15

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RCC Structures Design
According to the steel beam theory of doubly reinforced beams

Tension is resisted by tension steel
All of the listed here
Stress in tension steel equals the stress in compression steel
Compression is resisted by compression steel

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