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RCC Structures Design

RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

Less than 2.5
2.5
2
Less than 2

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RCC Structures Design
For a number of columns constructed in a rcjw, the type of foundation provided, is

Raft
Strip
Footing
Strap

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RCC Structures Design
If p₁ and p₂ are effective lateral loadings at the bottom and top exerted by a level earth subjected to a super-load on the vertical face of height h of a retaining wall, the horizontal pressure p per unit length of the wall, is

[(p₁ + p₂)/2] h
[(p₁ + p₂)/4] h
(p₁ - p₂) ⅔h
[(p₁ - p₂)/2] h

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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

49.9 kg/cm²
100 kg/cm²
175 kg/cm²
250 kg/cm²

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RCC Structures Design
As per I.S. 456 - 1978, the pH value of water shall be

Equal to 6
Not less than 6
Less than 6
Equal to 7

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is

100 cm
200 cm
150 cm
50 cm

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