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RCC Structures Design

RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

8 cm to 10 cm
5 cm to 8 cm
3 cm to 5 cm
12 cm to 15 cm

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RCC Structures Design
Pick up the incorrect statement from the following. The intensity of horizontal shear stress at the elemental part of a beam section, is directly proportional to

Distance of the C.G. of the area from its neutral axis
Moment of the beam section about its neutral axis
Area of the section
Shear force

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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

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

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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

20 cm
30 cm
40 cm
75 cm

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

Free end
Mid span
Mid span and fixed support
Fixed end

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RCC Structures Design
Enlarged head of a supporting column of a flat slab is technically known as

Supporting end of the column
Top of the column
Capital
Drop panel

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