For further information please contact SLE Cladding Ltd. Tel. 01948 666 321. Fax.  01948 66 55 32
 
 
Trisomet 333 Composite Cladding
 
Span/load tables
The span Tables below have been created in accordance with BS EN 14509 and calculated by the Steel Construction Institute (SCI). The values are based on a 0.5mm external face, 0.4mm internal liner and a 1.6mm minimum purlin thickness to a maximum permitted wall cladding deflection of Span/200 under imposed load.
 

Safe imposed (positive) loads (kN/m2

Span
Condition		 Core thickness(mm) Span (m)
1.20 1.40 1.60 1.80 2.00 2.20 2.40
Single 40 3.09 2.57 2.19 1.9 1.66 1.46 1.25
60 3.96 3.40 2.98 2.64 2.36 2.12 1.91
80 4.85 4.25 3.79 3.41 3.09 2.81 2.56
100 5.74 5.11 4.61 4.19 3.82 3.5 3.21
 
Double 40 2.63 1.98 1.62 1.36 1.18 0.81 0.55
60 3.08 2.34 1.97 1.63 1.37 1.16 0.75
80 4.12 2.43 2.71 2.25 1.92 1.73 1.39
100 5.72 4.86 4.19 3.72 3.16 2.80 1.87
 
Multi 40 2.60 1.91 1.53 1.27 1.14 0.77 0.50
60 2.82 2.11 1.76 1.46 1.25 1.06 0.62
80 3.97 2.20 2.37 1.96 1.67 1.55 1.26
100 5.72 4.76 3.72 3.08 2.57 2.27 1.52

Safe wind suction (negative) loads (kN/m2

Span
Condition		 Core thickness(mm) Span (m)
1.20 1.40 1.60 1.80 200 2.20 2.40
Single 40 3.65 3.08 2.66 2.06 1.62 1.32 1.09
60 4.62 4.00 3.53 2.97 2.35 1.92 1.60
80 5.60 4.93 4.42 3.63 2.88 2.36 1.97
100 6.57 5.86 5.30 4.29 3.42 2.80 2.34
 
Double 40 2.92 2.48 2.18 1.88 1.62 1.32 1.09
60 3.06 2.64 2.32 2.07 1.87 1.71 1.51
80 3.06 2.64 2.32 2.07 1.87 1.71 1.51
100 3.06 2.64 2.32 2.07 1.87 1.71 1.51
 
Multi 40 2.92 2.44 1.99 1.69 1.55 1.32 1.09
60 3.06 2.64 2.32 1.98 1.73 1.52 1.35
80 3.06 2.64 2.32 2.07 1.87 1.71 1.57
100 3.06 2.64 2.32 2.07 1.87 1.71 1.57

 

 Basic technical data
 Thickness, t (mm)    40, 60, 80, and 100
 Maximum length (mm)*    20,000
 Minimum length (mm)  
 On-line    1,800
 Off-line (subject to extra charge    300
 Cutback (mm)**   
 Minimum    25
 Maximum    250***
Weight (based on 0.5mm internal skin) (kg/m) - Core thickness (mm)
  40   60   80   100
  9.90   10.69   11.49   12.29

* The panel length is measured by the length of the external sheet.
** Panels will always have one flush end and one cutback end,
therefore, they will be handed and should be ordered according to
the direction of lay required.
*** Maximum recommended end lap 150mm.

General Fastener Details

Standard fastener layout for intermediate supports and panel ends

Fastener layout at end laps

Side-lap stitching should be at 450mm centres
 
     
For further information please contact SLE Cladding Ltd. Tel. 01948 666 321. Fax.  01948 66 55 32

Copyright (c)1999 SLE Cladding Limited.