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Certification Design Values include:
Racking tests to BS-EN 594: 5.25kN/m to 6.51kN/m depending on fastening method.
Roof bending tests to BS-EN 380: Moment capacity 5.68kN/m long-term duration, Stiffness capacity EI 125x109Nmm2.
Roof creep tests to BS-EN 789: 1.5mm at Total Load of 2kN/m (1/360=3.056mm).
Concentric Vertical Load: 43kN per metre run, long term duration.
Eccentric Vertical Load to BS-EN 380: 20kN per metre run, long term duration.
Structural Engineering
Normal working loads for the panels may be increased to the following values with design-specific agreement from a structural engineer:
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Panel in Bending - 6.12 kNm using timber soleplates
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Racking - 5.25 kN/m of panel using timber soleplates
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Ring Beam in Bending - 7.12 kNm
Axial Load
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Concentric - 77 kN/m
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Eccentric - 35 kN/m
With regard to using Panels as the Floor Deck.
Our structural engineers are Simkin&Edwards who can be reached on 01534 626 167
or
simkinedwards@googlemail.com |