PAN-LT18
Pan-LT18 belongs to the curved profiles line of products which are arched according to the roof construction radius.
It is a efficient and quick curved roofing solution. Curved roofing profiles decrease amount of necessary roof construction due to its great load bearing capacity. Curved roofing profiles are ideal for hangar construction and they are delivered on site in prefabricated radius so no further modification is needed.
Product cannot be produced from transparent polycarbonate
| Profile length | Minimum radius | Steel thickness | Aluminum thickness |
| 1 - 9 m | do 2 m | 0,5 - 0,8 mm | 0,6 - 1,0 mm |
Protective layers
- Polyester coating 20μ
- Primer 7μ
- Zinc coating 140 gr/m2
- Steel base DX51 (0,5mm)
* The values can be changed upon request
All materials used in Pan Komerc production has unique attest for quality and technical characteristics that guarantees the origin, physical and chemical properties of metal sheet. In this way, keeping a complete insight into all the features of the material, customers are guaranteed that demanded material is received.
Product features
INSTALLATION EXAMPLE
ARCHED ROOF PARAMETERS
L = dužina luka | h = visina krova
r = poluprečnik min 3 m | s = raspon
INTERLOCKING METHOD
p = preklop (min 20 cm) | S1, S2 = segmenti
| Pan-T18 - steel | |||||
| Thickness (mm) |
Weight m2 | Load (kN/m2) |
Support beam span (l) for max deflection fmax ≤ l/200 and allowed tension Σ fdoz = 14 kN/cm2 | ||
| 0.50 | 4.7 | 1.00 | 1.35 | 1.64 | 1.68 |
| 1.25 | 1.25 | 1.46 | 1.56 | ||
| 1.50 | 1.18 | 1.34 | 1.47 | ||
| 1.75 | 1.12 | 1.24 | 1.38 | ||
| 0.60 | 5.66 | 1.00 | 1.42 | 1.79 | 1.78 |
| 1.25 | 1.33 | 1.60 | 1.62 | ||
| 1.50 | 1.25 | 1.46 | 1.56 | ||
| 1.75 | 1.19 | 1.35 | 1.48 | ||
| 0.70 | 6.6 | 1.00 | 1.51 | 1.92 | 1.87 |
| 1.25 | 1.40 | 1.72 | 1.74 | ||
| 1.50 | 1.32 | 1.57 | 1.64 | ||
| 1.75 | 1.25 | 1.45 | 1.56 | ||
| 0.80 | 1.00 | 1.57 | 2.05 | 1.96 | |
| 1.25 | 1.46 | 1.83 | 1.82 | ||
| 1.50 | 1.38 | 1.67 | 1.71 | ||
| 1.75 | 1.30 | 1.55 | 1.63 | ||
| Pan-T18 - aluminium | ||||||
| Span length (m) | Thickness (mm) | Weight m2 | Maximum permissible load (kN/m2) with maximum deflection of L/200 | |||
| 1.25 | 0.6 | 1.91 | 53 | 128 | 101 | |
| 0.7 | 2.23 | 62 | 149 | 118 | ||
| 0.8 | 2.55 | 71 | 171 | 135 | ||
| 1.0 | 3.18 | 89 | 214 | 169 | ||
| 1.50 | 0.6 | 1.91 | 31 | 79 | 59 | |
| 0.7 | 2.23 | 36 | 87 | 68 | ||
| 0.8 | 2.55 | 41 | 99 | 78 | ||
| 1.0 | 3.18 | 51 | 123 | 97 | ||
| 1.75 | 0.6 | 1.91 | 19 | 46 | 36 | |
| 0.7 | 2.23 | 23 | 55 | 44 | ||
| 0.8 | 2.55 | 26 | 63 | 49 | ||
| 1.0 | 3.18 | 32 | 77 | 61 | ||
| 2.0 | 0.6 | 1.91 | 13 | 31 | 25 | |
| 0.7 | 2.23 | 15 | 36 | 29 | ||
| 0.8 | 2.55 | 17 | 41 | 32 | ||
| 1.0 | 3.18 | 22 | 53 | 42 | ||
Downloading documents
