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KS1000 SF Secret Fix

Unfactored Load / Span table (Use calculated design windload values unfactored)

Single Span Condition

Panel
Thickness
mm
Load
Type
Uniformly distributed loads kN/m² Span L in metres
1.6 1.8 2.0 2.2 2.4 2.6 2.8 3.0
40 Downwards
Suction
3.80
3.50
3.18
2.92
2.80
2.56
2.41
2.20
2.14
1.94
1.87
1.67
1.68
1.45
1.49
1.23
50 Downwards
Suction
4.47
4.16
3.81
3.53
3.38
3.13
2.94
2.73
2.64
2.34
2.33
1.94
2.11
1.69
1.88
1.43
60 Downwards
Suction
5.11
4.80
4.42
4.14
3.95
3.68
3.48
3.21
3.14
2.72
2.79
2.23
2.53
1.94
2.27
1.65
70 Downwards
Suction
5.74
5.43
5.02
4.74
4.52
4.19
4.01
3.63
3.64
3.09
3.26
2.54
2.97
2.21
2.67
1.87
80 Downwards
Suction
6.35
6.04
5.61
5.32
5.08
4.70
4.54
4.07
4.13
3.46
3.71
2.85
3.39
2.48
3.07
2.11
100 Downwards
Suction
7.47
7.16
6.69
6.41
6.11
5.70
5.53
4.98
5.07
4.24
4.60
3.49
4.23
3.04
3.86
2.59

Unfactored Load / Span table (Use calculated design windload values unfactored)

Double Span Condition

Panel
Thickness
mm
Load
Type
Uniformly distributed loads kN/m² Span L in metres
1.6 1.8 2.0 2.2 2.4 2.6 2.8 3.0
40 Downwards
Suction
3.13 2.78 2.50 2.19 2.16 1.88 1.81 1.57 1.60 1.39 1.39 1.20 1.26 1.08 1.12 0.96
50 Downwards
Suction
3.35
2.97
2.69
2.36
2.33
2.04
1.97
1.71
1.75
1.52
1.53
1.32
1.38
1.19
1.23
1.06
60 Downwards
Suction
3.54
3.15
2.86
2.52
2.49
2.18
2.11
1.83
1.88
1.63
1.64
1.42
1.49
1.29
1.33
1.15
70 Downwards
Suction
3.72
3.33
3.02
2.67
2.63
2.31
2.24
1.95
2.00
1.74
1.75
1.52
1.59
1.38
1.42
1.23
80 Downwards
Suction
3.89
3.50
3.17
2.81
2.77
2.44
2.36
2.06
2.11
1.84
1.85
1.61
1.68
1.46
1.51
1.30
100 Downwards
Suction
4.18
3.79
3.43
3.06
3.00
2.66
2.57
2.26
2.30
2.02
2.03
1.77
1.85
1.61
1.66
1.44

Notes:

  1. Values have been calculated using the limit state method described in the “European Recommendations for the Design of Sandwich Panels” (ECCS document No.115 2001), taking imposed loads, temperature and creep into account.
  2. For each value individual and combined load cases with appropriate load factors and temperatures have been considered. These are detailed under "Structural Performance" in Building Design Section
  3. The table is for dark coloured panels.
  4. The following deflection limits have been used:
    Pressure Loading L/100
    Suction Loading L/100
  5. For intermediate values linear interpolation may be used.
  6. The actual wind suction load resisted by the panel is dependant on the number of fasteners used and the material of the rail. The fastener calculation should be carried out in accordance with the appropriate standard For further advise please contact Kingspan Technical Design Bureau.
  7. The allowable steelwork tolerance between bearing planes of adjacent sheeting rails is +/- 5mm.
  8. Load span tables for the panel specifications not shown are available from the Kingspan Technical Design Bureau
  9. LPCB Grade EXT - A (Firewall) Insulated Wall Panels must be limited to a maximum span of 2m when in a single span condition


 
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