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RCC Structures Design

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

200 kg/cm²
Nil
150 kg/m²
75 kg/m³

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RCC Structures Design
The minimum thickness of a flat slab is taken

L/36 for interior panels without drop
L/36 for end panels without drops
L/32 for end panels without drops
All listed here

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RCC Structures Design
An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is

21.5 kg/cm²
7.6 kg/cm²
21.5 kg/cm²
8.3 kg/cm²

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RCC Structures Design
The advantage of reinforced concrete, is due to

All listed here
Fire-resisting and durability
Monolithic character
Economy because of less maintenance cost

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RCC Structures Design
The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or

30 bar diameters
18 bar diameters
12 bar diameters
24 bar diameters

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RCC Structures Design
A pre-cast pile generally used, is

Octagonal
Square
Circular
Square with corners chamfered

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