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RCC Structures Design

RCC Structures Design
For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is

3
5
2
1

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

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RCC Structures Design
If K is a constant depending upon the ratio of the width of the slab to its effective span l, x is the distance of the concentrated load from the nearer support, bw is the width of the area of contact of the concentrated load measured parallel to the supported edge, the effective width of the slab be is

Kx (1 + x/l) + bw
Kx (1 - x/l) + bw
K/x (1 + x/d) + bw
All listed here

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RCC Structures Design
The minimum number of main steel bars provided in R.C.C.

Circular columns is 6
All listed here
Rectangular columns is 4
Octagonal columns is 8

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RCC Structures Design
A circular slab subjected to external loading, deflects to form a

Ellipsoid
None of these
Semi-hemisphere
Paraboloid

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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

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

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