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RCC Structures Design

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

Quarter span
Supports
Every section
Mid span

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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
According to the steel beam theory of doubly reinforced beams

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

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RCC Structures Design
Enlarged head of a supporting column of a flat slab is technically known as

Top of the column
Drop panel
Supporting end of the column
Capital

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RCC Structures Design
If the maximum dip of a parabolic tendon carrying tension P is h and the effective length of the pre-stressed beam is L, the upward uniform pressure will be

8hp/l
8hl/p
8hp/l²
8hl/p²

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RCC Structures Design
A circular slab subjected to external loading, deflects to form a

None of these
Ellipsoid
Semi-hemisphere
Paraboloid

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