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RCC Structures Design

RCC Structures Design
For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is

0.87
8.5
5.8
7.5

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

Nil
200 kg/cm²
150 kg/m²
75 kg/m³

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RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Vertical shear
Diagonal compression
Horizontal shear
Diagonal tension

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

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

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

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

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RCC Structures Design
Though the effective depth of a T-beam is the distance between the top compression edge to the centre of the tensile reinforcement, for heavy loads, it is taken as

1/8th of the span
1/10th of the span
1/12th of the span
1/16th of the span

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