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RCC Structures Design

RCC Structures Design
A flat slab is supported

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

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RCC Structures Design
The effective width of a column strip of a flat slab, is

Half the width of the panel
Diameter of the column
Radius of the column
One-fourth the width of the panel

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RCC Structures Design
If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment

WL/6
WL/8
WL/4
WL/2

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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

40 cm
20 cm
75 cm
30 cm

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RCC Structures Design
The diameter of the column head support a flat slab, is generally kept

0.25 times the span length
0.25 times the diameter of the column
4.0 cm larger than the diameter of the column
5.0 cm larger than the diameter of the column

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

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