DESCRIPTION
- Face A 0,5 to 0,6-mm thick pre-painted steel
- Insulating Material XPS/EPS
- Face B 0,5 to 0,6-mm thick pre-painted steel
- Thickness From 40 to 240 mm
- Net Width 1.150 mm
- Finishing Flat, mini-bead and micro-bead
FIRE CLASSIFICATION
- Reaction to Fire B-s2, d0
- Fire Resistance Not declared
WEIGHT
| Thickness | Weight (kg/m2) | |
|---|---|---|
| mm | EPS | XPS |
| 40 | 10,9 | 11,3 |
| 50 | 11,1 | 11,6 |
| 60 | 11,3 | 11,9 |
| 80 | 11,7 | 12,5 |
| 100 | 12,1 | 13,1 |
| 120 | 12,5 | 13,7 |
| 150 | 13,1 | 14,6 |
dsteel: 8000 kg/m3
dEPS: 20 kg/m2 dXPS: 30/kg/m2
steel thicknessin/out: 0,6 mm
U-VALUE
| – | Thickness (mm) | |||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Insulating Material | 30 | 40 | 50 | 60 | 80 | 100 | 120 | 140 | 150 | 160 | 180 | 200 |
| EPS | 1,01 | 0,79 | 0,65 | 0,55 | 0,42 | 0,34 | 0,29 | 0,25 | 0,23 | 0,22 | 0,19 | 0,17 |
| XPS | 0,96 | 0,79 | 0,65 | 0,55 | 0,42 | 0,34 | 0,29 | 0,25 | 0,23 | 0,22 | 0,19 | 0,17 |
MECHANICAL STRENGTH
| – | MAXIMUM SPAN (m) | ||
|---|---|---|---|
| – | Load (kg/m2) | ||
| Thickness (mm) | 80 | 100 | 120 |
| 50 | 2,85 | 2,75 | 2,60 |
| 100 | 3,90 | 3,60 | 3,40 |
| 150 | 5,80 | 5,20 | 4,70 |
Panel placing method: On two supports
Values in the table are calculated under the following conditions:
· Steel sheet thickness inside/outside.: 0,5 mm
· Core density: 20 kg/m3
· Temperature conditions in./out.: 25ºC
· Safety factor applied: ?W: 1,5 / ?T: 1,5 / ?: 0,6
· Supports widht: 60 mm
· Deflection: L/200
Data obtained from tests according to UNE-EN 14509:2007 / AC: 2009