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RCC Structures Design

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

35
25
30
20

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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

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

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RCC Structures Design
The neutral axis of a T-beam exists

All listed here
Below the slab
Within the flange
At the bottom edge of the slab

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

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

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RCC Structures Design
The load stress of a section can be reduced by

Decreasing the lever arm
Replacing larger bars by greater number of small bars
Increasing the total perimeter of bars
Replacing smaller bars by greater number of greater bars

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

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

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