SOLARWATT Vision 36M glass Montageanleitung Seite 24

Long side with point clamping (6 points)
NON- LINEAR CALCULATION WITHOUT EVA SHEAR-EFFECT
Glass tension limit σ.d ≤ σ.Rd = 51.3 N/mm²
Max. recommended load qd.ULS ≤ 3.10 kN/m
Long side with point clamping (6 points)
NON- LINEAR CALCULATION WITHOUT EVA SHEAR-EFFECT
Deformation analysis f.max ≤ L/33 ≙ 22 mm
Max. recommended load qd.ULS ≤ 2.10 kN/m
NOTE
Under mechanical load, no contact between solar glass and hard materials (eg.
metal, glass) may occur.
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NON- LINEAR CALCULATION WITHOUT EVA SHEAR-EFFECT
Glass tension limit σ.d ≤ σ.Rd = 51.3 N/mm²
Max. recommended load qd.ULS ≤ 2.80 kN/m
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Long side with point clamping (6 points)
Subject to changes | © 2022 Solarwatt GmbH
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