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RCC Structures Design

RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/15th of span
1/30th of span
1/25th of span
1/20th of span

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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
40 cm
75 cm
20 cm

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

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RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Six times
Five times
Four times
Three times

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RCC Structures Design
In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as

All listed here
A key
A rib
A cut-off wall

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RCC Structures Design
The horizontal portion of a step in a stairs case, is known as

Flight
Rise
Winder
Tread

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