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RCC Structures Design

RCC Structures Design
The percentage of minimum reinforcement of the gross sectional area in slabs, is

0.10 %
0.15 %
0.12 %
0.18 %

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

Mid span
Mid span and fixed support
Fixed end
Free end

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

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RCC Structures Design
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

75 cm
100 cm
120 cm
50 cm

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RCC Structures Design
A foundation rests on

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

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RCC Structures Design
If ‘p’ is the net upward pressure on a square footing of side ‘b’ for a square column of side ‘a’, the maximum bending moment is given by

M = pb (b - a)²/8
M = pb (c - a)/4
M = pb (b + a)/8
M = pb (b - a)²/4
M = pb (b + a)/8

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