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RCC Structures Design

RCC Structures Design
If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as

wl28
wl210
wl212
wl24

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RCC Structures Design
The minimum number of main steel bars provided in R.C.C.

Circular columns is 6
Octagonal columns is 8
Rectangular columns is 4
All listed here

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RCC Structures Design
The width of the flange of a L-beam, should be less than

Least of the above
One-sixth of the effective span
Breadth of the rib + four times thickness of the slab
Breadth of the rib + half clear distance between ribs

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RCC Structures Design
An R.C.C. beam of 6 m span is 30 cm wide and has a lever arm of 55 cm. If it carries a U.D.L. of 12 t per m and allowable shear stress is 5 kg/cm², the beam

Is safe with stirrups
Needs revision of section
Is safe with stirrups and inclined bars
Is safe in shear

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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
100 kg/cm²
49.9 kg/cm²

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RCC Structures Design
On piles, the drop must be at least

124 cm
80 cm
120 cm
123 cm

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