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RCC Structures Design

RCC Structures Design
As per IS : 1343, total shrinkage for a pre-tensioned beam, is

3.0 × 10⁻²
3.0 × 10⁻³
3.5 × 10⁻⁵
3.0 × 10⁻⁵

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RCC Structures Design
Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by

Rankine Grashoff formula
Marcus formula
Grashoff formula
Rankine formula

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

50
56
40
30

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RCC Structures Design
The minimum clear cover for R.C.C. columns shall be

Greater of 40 mm or diameter
Smaller of 25 mm or diameter
Smaller of 40 mm or diameter
Greater of 25 mm or diameter

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

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RCC Structures Design
The maximum shear stress (qmax) in a rectangular beam is

1.75 times the average
1.50 times the average
2.0 times the average
1.25 times the average

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