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RCC Structures Design

RCC Structures Design
Thickened part of a flat slab over its supporting column, is technically known as

Column head
Drop panel
None of these
Capital

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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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RCC Structures Design
An R.C.C. column of 30 cm diameter is reinforced with 6 bars 12 mm φ placed symmetrically along the circumference. If it carries a load of 40,000 kg axially, the stress is

175 kg/cm²
250 kg/cm²
49.9 kg/cm²
100 kg/cm²

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RCC Structures Design
If ‘H’ is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is

0.4 H
0.3 H
0.7 H
0.5 H

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

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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
21.5 kg/cm²
7.6 kg/cm²
8.3 kg/cm²

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