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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

0.6
0.5
0.7
0.4

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RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

30 cm
20 cm
75 cm
40 cm

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RCC Structures Design
The toe projection of foundation slabs is taken

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

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

0.15 %
0.12 %
0.18 %
0.10 %

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RCC Structures Design
If the width of the foundation for two equal columns is restricted, the shape of the footing generally adopted, is

Triangular
Rectangular
Square
Trapezoidal

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RCC Structures Design
If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is

(L/2) (1 - 3/qmax)
(L/2) (1 - 5/qmax)
(L/2) (1 - 2/qmax)
(L/3) (1 - 5/qmax)

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