Product Testing - Engineering

Maximum Safe Height For Self Supported Speedpanel - Non Load Bearing
Description	Thickness	Vertical	Horizontal
Bare Speedpanel	78mm	15.00m	5.00m (400Kg/m³ density) 5.00m (600Kg/m³ density) 5.00m (800Kg/m³ density)

Densities: Standard = 400Kg/m³; Heavy = 600Kg/m³; Extra Heavy = 800Kg/m³.

Maximum Safe Wind Loads - Vertical or Horizontal Speedpanel
Distance Between Supports	Safe Pressure Differential
6.60 metres	0.30 Kpa
5.60 metres	0.75 Kpa
4.50 metres	1.50 Kpa
3.50 metres	3.00 Kpa
2.50 metres	5.30 Kpa

Engineering Test Reports

Panel Structural Performance Tests  (301170-1)
        Conducted by: Vipac Engineers & Scientists Ltd, August, 1998
 
Panel Structural Deflection Tests  (301170-2)
        Conducted by: Vipac Engineers & Scientists Ltd, September, 1998
 
Panel Safe Load Calculations  (301170-3)
        Conducted by: Vipac Engineers & Scientists Ltd, September, 1998
 
Correction To Vipac Report 301170-03 page 3. 
        Conducted by: Vipac Engineers & Scientists Ltd, November, 1998
 
Fixing Methods for Jointed Stretchabond Speedwall Panels 
        Conducted by: Vipac Engineers & Scientists Ltd, August, 2001
 
Maximum Wind Loads on Speedwall Panels 
        Conducted by: Vipac Engineers & Scientists Ltd, November, 2001
 
Safe Static Pressure for Jointed Stretchabond SP Panels 
        Conducted by: Vipac Engineers & Scientists Ltd, August, 2001
 

MSDS

Material Safety Data Sheet  (MSDS)
        Last Updated: March 2008
 

Legend:

Downloadable PDF document
Report available upon request