Ondastil LG
Description
Description
Metal roofing sheets with a peculiar wavy profile.
Ondastil LG roofing sheets are most suitable for use in industrial and agricultural constructions including breeding farms.
Minimum gradient
15% minimum gradient subject to local building regulations
Sections and details
Technical features
| Parameters | Dimensions | Tolerances |
| Width | 1060 mm - cover width 1000 mm | ± 5mm |
| Length * | from 1150 to 7100 mm | L ≤ 3000mm ± 5mm L > 3000mm ± 10mm |
| Profile height | 29 mm | ± 2mm |
| Deviation of perpendicularity | - | 0,60% |
* for other lengths that are not multiples of the tile pattern, please contact our Technical Dept.
CE Mark Performance
according to
UNI EN 14782
according to
UNI EN 14782
| Test | Value | Norms |
| Reaction to Fire | A1 | UNI EN 13501-1 |
| Resistance to external fire | Bʀᴏᴏғ (t1,t2,t3) | UNI EN 13501-5 |
Other properties
| Material | Nominal thickness (mm) | Nominal weight (kg/m²)** | Norms | ||
| Coated steel | 0,5 | 4,56 | UNI EN 508-1 UNI EN 10346 UNI EN 10143 UNI EN 10169 |
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| Coated steel | 0,6 | 5,47 | UNI EN 508-1 UNI EN 10346 UNI EN 10143 UNI EN 10169 |
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| Coated steel | 0,8* | 7,29 | UNI EN 508-1 UNI EN 10346 UNI EN 10143 UNI EN 10169 |
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| Aluminum | 0,6 | 1,92 | UNI EN 508-2 UNI EN 1396 UNI EN 485-4 UNI EN 10169 |
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| Aluminum | 0,7 | 2,23 | UNI EN 508-2 UNI EN 1396 UNI EN 485-4 UNI EN 10169 |
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| Aluminum | 0,8 | 2,59 | UNI EN 508-2 UNI EN 1396 UNI EN 485-4 UNI EN 10169 |
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| Aluminum | 1,0 | 3,24 | UNI EN 508-2 UNI EN 1396 UNI EN 485-4 UNI EN 10169 |
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| Copper | 0,6 | 6,22 | UNI EN 506 UNI EN 1172 UNI EN 1173 |
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| Aluzinc | 0,5 | 4,56 | UNI EN 508-1 UNI EN 10346 UNI EN 10215 |
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| Aluzinc | 0,6 | 5,47 | UNI EN 508-1 UNI EN 10346 UNI EN 10215 |
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| Aluzinc | 0,8* | 7,29 | UNI EN 508-1 UNI EN 10346 UNI EN 10215 |
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| Stainless steel | 0,6 | 5,61 | UNI EN 10088-2 EN 1.4301 |
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* only on request
** weight per square meter of covered roofing
Permissible loads
Uniformly distributed imposed load kg/m2, including own weight
| Span between supports | Steel (0,5 mm) | Aluminum (0,7 mm) | Copper (0,6 mm) | Aluzinc (0,5 mm) |
| 350 mm | 700 | 380 | 535 | 700 |
N.B. Static calculations are the responsibility of the Designer / Main Contractor.
Maximum distributed load values listed above are indicative and are calculated with a 4-bearing configuration and maximum deflection value of L/200 in accordance with M.P.W. bylaw 16.01.1996.
