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RCC Structures Design

RCC Structures Design
The steel generally used in R.C.C. work, is

Stainless
High tension steel
High carbon steel
Mild steel

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RCC Structures Design
Columns may be made of plain concrete if their unsupported lengths do not exceed their least lateral dimension

Five times
Two times
Four times
Three times

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RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than

40
56
50
30

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

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

300 cm
150 cm
200 cm
100 cm

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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/p²
8hl/p
8hp/l²

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