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Flooring Panel S 39

CERTIFICATE
FIRE RESISTANCE
CERTIFICATE
AIRCRAFT NOISE
CERTIFICATE
FOOTFALL NOISE
TECHNICAL
SHEET
DETAILS OF
CONSTRUCTION
BIM
OBJECT

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Design instructions for floor slab of thickness S=39 cm
Height of cast beam in factory and weight
5 cm - (0,016 x 2.500) = 40 kg/m²
Weight of panel produced in factory
n° 4 x 48 = 156 + 40 = 196 kg/m²
Volume of concrete for completion
0,03 (riempimento elementi in legno) + 0,04 (soletta spessore cm 4) = 0,07 mc/m²
Weight of concrete for completion
0,07 x 2.400 = 168 kg/m²
Total own weight of completed floor slab
40 + 156 + 168 = 364 kg/m²
Total bearable load besides own wieght     
GapReinforcement for bending in the hypothesis of supported ends
(m)300 kg/m²400 kg/m²500kg/m²600 kg/m²700 kg/m²
3.002Ø82Ø81Ø121Ø122Ø10
4.001Ø141Ø10+1Ø121Ø10+1Ø121Ø162Ø12
5.002Ø121Ø12+1Ø142Ø141Ø12+1Ø161Ø14+1Ø16
6.001Ø12+1Ø161Ø14+1Ø162Ø161Ø16+1Ø182Ø18

The above table has been compiled on the basis of the usual criteria of resistance, considering materials with the following characteristics:

 

concrete mix: C 25/30 fyk 25N/mm²
steel: B450c