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RCC Structures Design

RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

12 mm
6 mm
20 mm
22 mm

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RCC Structures Design
If d is the diameter of a bar, ft is allowable tensile stress and fb, is allowable bond stress, the bond length is given by

(π/4). (ft .d3/fb)
ft .d/4fb
π ft .d²/fb
(π/4). (ft .d/fb)

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

50
35
40
30

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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
The ratio of the breadth to effective depth of a beam is kept

0.75
0.5
0.7
0.25

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RCC Structures Design
A simply supported beam 6 m long and of effective depth 50 cm, carries a uniformly distributed load 2400 kg/m including its self weight. If the lever arm factor is 0.85 and permissible tensile stress of steel is 1400 kg/cm², the area of steel required, is

16 cm²
15 cm²
17 cm²
14 cm²

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