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RCC Structures Design

RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

12
8
16
10

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RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.7
0.9
0.2
0.8

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RCC Structures Design
The effective width of a column strip of a flat slab, is

Half the width of the panel
Radius of the column
Diameter of the column
One-fourth the width of the panel

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RCC Structures Design
The steel generally used in R.C.C. work, is

High carbon steel
Mild steel
High tension steel
Stainless

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RCC Structures Design
In a singly reinforced beam, if the permissible stress in concrete reaches earlier than that in steel, the beam section is called

Critical section
Under-reinforced section
Economic section
Over reinforced section

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RCC Structures Design
If permissible working stresses in steel and concrete are respectively 1400 kg/cm² and 80 kg/cm² and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, is

37 cm
38 cm
40 cm
39 cm

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