PAN-LS27
Pan-LS27 is curved sinus roofing profile mostly used as an element of hangar construction.
It also can be used as curved wall elements of grain silos with an extraordinary load bearing capacity. These profiles are delivered on site in prefabricated radius so no further modification is needed.
Product cannot be produced from transparent polycarbonate
ROOF PROFILING
FACADE PROFILING
| Profile length | Minimum radius | Steel thickness | Aluminum thickness |
| 1 - 9 m | do 3,3 m | 0,5 - 1,5 mm | 0,6 - 1,5 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
SILO FORMATING 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-S27 - pocinkovani lim | |||||
| 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 | ||
| 0.60 | 6.0 | 1.00 | 1.80 | 2.41 | 2.24 |
| 1.25 | 1.67 | 2.15 | 2.08 | ||
| 1.50 | 1.57 | 1.97 | 1.95 | ||
| 1.75 | 1.49 | 1.82 | 1.85 | ||
| 0.80 | 8.0 | 1.00 | 1.97 | 2.68 | 2.46 |
| 1.25 | 1.83 | 2.48 | 2.28 | ||
| 1.50 | 1.72 | 2.26 | 2.15 | ||
| 1.75 | 1.64 | 2.10 | 2.04 | ||
| 1.00 | 10.0 | 1.00 | 2.13 | 2.89 | 2.65 |
| 1.25 | 1.97 | 2.68 | 2.46 | ||
| 1.50 | 1.86 | 2.52 | 2.31 | ||
| 1.75 | 1.76 | 2.33 | 2.20 | ||
| 1.20 | 12.0 | 1.00 | 2.26 | 3.07 | 2.81 |
| 1.25 | 2.10 | 2.85 | 2.61 | ||
| 1.50 | 1.97 | 2.68 | 2.46 | ||
| 1.75 | 1.87 | 2.55 | 2.33 | ||
| 1.50 | 15.0 | 1.00 | 2.43 | 3.30 | 3.03 |
| 1.25 | 2.26 | 3.07 | 2.81 | ||
| 1.50 | 2.13 | 2.89 | 2.65 | ||
| 1.75 | 1.93 | 2.74 | 2.51 | ||
| Pan-S27 - aluminium | |||||
| Thickness (mm) |
Wight m2 | Load (kN/m2) |
Support beam span (l) for max deflection fmax ≤ l/200 and allowed tension Σ fdoz = 14 kN/cm2 | ||
| 0.60 | 2.03 | 1.00 | 1.24 | 1.64 | 1.55 |
| 1.25 | 1.16 | 1.47 | 1.44 | ||
| 1.50 | 1.09 | 1.34 | 1.35 | ||
| 1.75 | 1.03 | 1.24 | 1.29 | ||
| 0.70 | 2.41 | 1.00 | 1.30 | 1.75 | 1.62 |
| 1.25 | 1.21 | 1.59 | 1.51 | ||
| 1.50 | 1.14 | 1.44 | 1.42 | ||
| 1.75 | 1.08 | 1.33 | 1.35 | ||
| 0.80 | 2.40 | 1.00 | 1.37 | 1.86 | 1.70 |
| 1.25 | 1.27 | 1.69 | 1.59 | ||
| 1.50 | 1.20 | 1.54 | 1.49 | ||
| 1.75 | 1.14 | 1.43 | 1.41 | ||
| 1.00 | 3.37 | 1.00 | 1.47 | 2.00 | 1.83 |
| 1.25 | 1.37 | 1.86 | 1.70 | ||
| 1.50 | 1.29 | 1.72 | 1.60 | ||
| 1.75 | 1.22 | 1.59 | 1.52 | ||
| 1.50 | 5.06 | 1.00 | 1.67 | 2.29 | 2.10 |
| 1.25 | 1.57 | 2.13 | 1.95 | ||
| 1.50 | 1.47 | 2.00 | 1.84 | ||
| 1.75 | 1.40 | 1.90 | 1.74 | ||
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