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RCC Structures Design

RCC Structures Design
If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

0.4
0.6
0.7
0.5

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RCC Structures Design
The angle of repose of a soil is the maximum angle which the outer face of the soil mass makes

With the perpendicular to the inclined plane of the soil
None of these
With the horizontal
With the vertical

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RCC Structures Design
A foundation rests on

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

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RCC Structures Design
On an absolutely rigid foundation base, the pressure will

Be zero at the centre of the foundation
Be more at the edges of the foundation
Not be uniform
Be uniform

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RCC Structures Design
If the bearing capacity of soil is 10 tonnes/cm² and the projection of plain concrete footing from walls, is a cm, the depth D of footing is

D = 0.775 a²
D = 0.775 a
D = 0.0775 a
D = 0.775 √a

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RCC Structures Design
Design of R.C.C. cantilever beams, is based on the resultant force at

Free end
Fixed end
Mid span and fixed support
Mid span

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