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RCC Structures Design

RCC Structures Design
A flat slab is supported

On beams and columns
On columns
On beams
On columns monolithically built with slab

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RCC Structures Design
Long and short spans of a two way slab are ly and lx and load on the slab acting on strips parallel to lx and ly be wx and wy respectively. According to Rankine Grashoff theory

(wx/wy) = (ly/lx)
None of these
(wx/wy) = (ly/lx)²
(wx/wy) = (ly/lx)⁴

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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

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

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RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.6
0.9
0.8
0.7

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RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.7
0.8
0.9
0.2

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RCC Structures Design
The width of the flange of a L-beam, should be less than

Least of the above
Breadth of the rib + four times thickness of the slab
Breadth of the rib + half clear distance between ribs
One-sixth of the effective span

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