- General Information
- Technicial Specifications
- Load Carrying Table
It forms the internal surface of the roof panel which is used in Acidic Environments, Food Facilities, Chemical Production Facilities, Fertilizer Drying Facilities, Sport Facilities, Thermal Swimming Pools, Agriculture & Livestock sectors.
| Insulation Material |
Fire Class |
Density |
Insulation Thickness (mm) |
Thermal Conductivity (λ) |
U Value | R Value |
|---|---|---|---|---|---|---|
| (W/m2K) | (h·ft²·°F/Btu) | |||||
| Polyisocyanurate (PIR) |
B s1 d0 (TS EN 13501-1) |
42 (±2)kg/m3 | 40 | 0.020 W/mK | 0,49 | 12 |
| 50 | 0,39 | 14 | ||||
| 60 | 0,33 | 17 | ||||
| 80 | 0,25 | 23 | ||||
| 100 | 0,20 | 29 | ||||
| 120 | 0,17 | 34 | ||||
| 150 | 0,13 | 43 | ||||
| 180 | 0,11 | 51 | ||||
| 200 | 0,10 | 57 | ||||
| External Sheet | 0.60~1.00mm thick GRP | |||||
| Internal Sheet | Prepainted Galvanized Steel/Aluminium 0.40-0.45-0.50-0.60-0.70 mm | |||||
U value calculated due to TS EN 14509.U value converted to American R Value.
| Product Name |
Steel Thickness (mm) |
Weight (kg/m2) |
Span Type (mm) |
Span Distance | ||||
|---|---|---|---|---|---|---|---|---|
| 1000 | 1500 | 2000 | 2500 | 3000 | ||||
| Max.Distributed Load (kg/m2) | ||||||||
| 32/250 Corrugated Sheet |
0,40 | 3,52 | Two Span | 296 | 190 | 88 | 47 | 41 |
| Multi Span | 341 | 221 | 104 | 57 | 51 | |||
| 0,50 | 4,40 | Two Span | 363 | 237 | 110 | 59 | 50 | |
| Multi Span | 418 | 273 | 132 | 74 | 63 | |||
| 0,60 | 5,28 | Two Span | 441 | 285 | 133 | 71 | 62 | |
| Multi Span | 503 | 325 | 159 | 86 | 77 | |||
| 0,70 | 6,15 | Two Span | 536 | 333 | 155 | 83 | 73 | |
| Multi Span | 612 | 380 | 188 | 102 | 90 | |||
| Product Name |
Steel Thickness (mm) |
Weight (kg/m2) |
Span Type (mm) |
Span Distance | ||||
|---|---|---|---|---|---|---|---|---|
| 1000 | 1500 | 2000 | 2500 | 3000 | ||||
| Max.Distributed Load (kg/m2) | ||||||||
| 32/500 Corrugated Sheet |
0,40 | 3,77 | Two Span | 341 | 208 | 108 | 58 | 51 |
| Multi Span | 393 | 242 | 128 | 70 | 63 | |||
| 0,50 | 4,71 | Two Span | 421 | 258 | 135 | 72 | 63 | |
| Multi Span | 485 | 297 | 162 | 90 | 77 | |||
| 0,60 | 5,65 | Two Span | 489 | 312 | 163 | 87 | 76 | |
| Multi Span | 558 | 356 | 194 | 106 | 94 | |||
| 0,70 | 6,59 | Two Span | 562 | 364 | 190 | 101 | 91 | |
| Multi Span | 641 | 415 | 230 | 124 | 112 | |||
Notes:
. Values have been calculated using the allowable “Stress Design” method, taking self weight, imposed loads (wind load) and temperature (Δt=±20ºC) into account.
. If loads are effected as downwards l/200 and l/150 , ıf loads are effected as suction l/150 deflection limits have been used
. Values have been calculated using the steel quality fγ=240 Mpa(Yield Strength).
الوثائق الفنية
تضم المكتبة وثائق عامة ومراجع مؤرشفة. اطلب من الفريق الفني الملف الحالي المطابق لهذا النظام والسماكة ومتطلبات مشروعك.
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أرسل التطبيق والموقع والمساحة والسماكة ومتطلبات الأداء. سيظهر رمز النظام في الاستفسار تلقائياً.
