Coperall 40R profiled metal sheets are designed for wall cladding.
These high profiled sheets are suitable for cladding applications where a less corrugated design is needed.
This profile is mostly recommended for industrial applications.
7% minimum gradient subject to local building regulations


| Parámetros | Dimensiones | Tolerancias dimensionales |
| Total width | 1042 mm | ± 5mm |
| Cover width | 1000 mm | ± 5mm |
| Length | from 200 to 14000 mm | L ≤ 3000mm ± 5mm L > 3000mm ± 10mm |
| Profile height | 40 mm | ± 2 mm |
| Span | 250 mm | ± 5mm |
| Deviation of perpendicularity | - | 0,60% |
| Test | Valor | Norma de referencia |
| Reaction to Fire | A1 | UNI EN 13501-1 |
| Resistance to external fire | Bʀᴏᴏғ (t3) | UNI EN 13501-5 |
| Material | Características geométricas de la sección | Carga útil uniforme Kg/m² (comprendido peso proprio)* | |||||||||
| Espesor (mm) | Peso (kg/m²) | Jxx (cm⁴/m) | Wxx (cm³/m) | Intereje (m) | |||||||
| 1,00 | 1,25 | 1,50 | 1,75 | 2,00 | |||||||
| Aluminum | 0,6 | 1,97 | 11,53 | 13,35 | 240 | 160 | 115 | 82 | 56 | ||
| Aluminum | 0,7 | 2,30 | 13,19 | 15,22 | 293 | 201 | 142 | 108 | 66 | ||
| Aluminum | 0,8 | 2,63 | 14,95 | 17,32 | 360 | 250 | 178 | 118 | 71 | ||
| Aluminum | 1,0 | 3,29 | 18,29 | 21,07 | 600 | 408 | 252 | 150 | 88 | ||
| Intereje (m) | |||||||||||
| 1,00 | 1,25 | 1,50 | 1,75 | 2,00 | 2,25 | 2,50 | |||||
| Coated steel Aluzinc Stainless steel |
0,5 | 4,66 | 9,24 | 10,74 | 459 | 294 | 205 | 147 | 150 | 91 | 74 |
| Coated steel Aluzinc Stainless steel |
0,6 | 5,59 | 11,17 | 12,95 | 562 | 360 | 250 | 183 | 139 | 109 | 87 |
| Coated steel Aluzinc Stainless steel |
0,7 | 6,53 | 12,84 | 14,85 | 721 | 463 | 321 | 235 | 179 | 140 | 112 |
| Coated steel Aluzinc Stainless steel |
0,8 | 7,46 | 14,63 | 16,88 | 801 | 515 | 357 | 261 | 199 | 156 | 125 |
| Coated steel Aluzinc Stainless steel |
1,0 | 9,33 | 17,81 | 20,47 | 1040 | 668 | 464 | 339 | 258 | 203 | 163 |
N.B. Listed values are indicative and as tested in our laboratory. Static calculations are the responsibility of the Designer / Main Contractor.
* Calculated with a deflection value ≤ 1/200 L
