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RCC Structures Design

RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/20th of span
1/15th of span
1/25th of span
1/30th of span

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RCC Structures Design
If depth of slab is 10 cm, width of web 30 cm, depth of web 50 cm, centre to centre distance of beams 3 m, effective span of beams 6 m, the effective flange width of the beam, is

200 cm
300 cm
150 cm
100 cm

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RCC Structures Design
The transverse reinforcements provided at right angles to the main reinforcement

Resist the shrinkage stress
Distribute the load
All of these
Resist the temperature stresses

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RCC Structures Design
In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

300 kg/cm²
200 kg/cm²
100 kg/cm²
400 kg/cm²

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

20
30
35
25

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RCC Structures Design
If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least

WL/3P
WL/P
WL/4P
WL/2P

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