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RCC Structures Design

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

56
40
30
50

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

40
25
30
35

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RCC Structures Design
The live load to be considered for an inaccessible roof, is

200 kg/m²
Nil
75 kg/m²
150 kg/cm²

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RCC Structures Design
A foundation rests on

Foundation soil
Both B and C
Base of the foundation
Sub-grade

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RCC Structures Design
The percentage of minimum reinforcement of the gross sectional area in slabs, is

0.18 %
0.15 %
0.12 %
0.10 %

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RCC Structures Design
The stresses developed in concrete and steel in reinforced concrete beam 25 cm width and 70 cm effective depth, are 62.5 kg/cm² and 250 kg/cm² respectively. If m = 15, the depth of its neutral axis is

35 cm
30 cm
20 cm
25 cm

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