Tegostil LG
Description
Description
Tegostil LG metal roofing sheets are designed to reproduce the shape and appearance of clay tiles.
Tegostil LG roofing sheets are most suitable for use in industrial or 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 |
| Profile pace | 350 mm | ± 5mm |
| Profile depth | 13 mm | ± 2mm |
| Deviation of perpendicularity | - | 0,60% |
* for other lengths that are not multiples of the tile pattern, please contact our Technical Dept.
Performance
| 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.
