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RCC Structures Design

RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in one direction, is

30
35
25
20

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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 formula
Marcus formula
Grashoff formula
Rankine Grashoff formula

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RCC Structures Design
The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than

24 bar diameters
30 bar diameters
18 bar diameters
36 bar diameters

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

30
50
40
35

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RCC Structures Design
The diameter of the column head support a flat slab, is generally kept

4.0 cm larger than the diameter of the column
0.25 times the diameter of the column
5.0 cm larger than the diameter of the column
0.25 times the span length

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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

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

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