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.

PAN-LS27

 

ROOF PROFILING

ROOF PROFILING

 

FACADE 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

Protective layers

  •  Polyester coating 20μ
  •  Primer 7μ
  •  Zinc coating 140 gr/m2
  •  Steel base DX51 (0,5mm)

* The values can be changed upon request

 
  • CE znak
  • ISO 9001
  • ISO 14001
 

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

SILO FORMATING EXAMPLE

ARCHED ROOF PARAMETERS

ARCHED ROOF PARAMETERS
L = dužina luka | h = visina krova
r = poluprečnik min 3 m | s = raspon

INTERLOCKING METHOD

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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