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RCC Structures Design

RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

40°
All listed here
30°
45°

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RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

Temperature stress
Shrinkage stress
All listed here
Load

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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
Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by

Marcus formula
Grashoff formula
Rankine Grashoff formula
Rankine formula

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RCC Structures Design
The toe projection of foundation slabs is taken

As one sixth of overall height of the wall
Below ground surface
As one third of the base
Equal to heel slab

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RCC Structures Design
If ‘W’ is weight of a retaining wall and ‘P’ is the horizontal earth pressure, the factor of safety against sliding, is

2.0
1.0
3.0
1.5

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