Pan-S27 sinusoidal profiled sheet metal which follows the latest trands in architecture and building construction. It stands out from the standard trapezoidal profiles with is harmonius curves and it makes the facades and roofs true works of art. Curved profile lines provide easy watter run-off and dust free surfaces.
Product can be produced from transparent polycarbonate
ROOF PROFILING
FACADE PROFILING
Profile length | Profile range | Steel thickness | Aluminum thickness |
0,2 - 9 m | do 2,3 m | 0,5 - 0,8 mm | 0,7 - 1,0 mm |
* 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.
ROOF PROFILING
INSTALLATION EXAMPLE
FACADE PROFILING
HORIZONTAL INSTALLATION EXAMPLE
FACADE PROFILING
VERTICAL INSTALLATION EXAMPLE
ROOF PROFILING
INSTALLATION CROSS SECTION
FACADE PROFILING
HORIZONTAL INSTALLATION CROSS SECTION
FACADE PROFILING
VERTICAL INSTALLATION CROSS SECTION
Pan-S27 - 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 | ||
0.60 | 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 |