SOLARWATT Vision 36M glass Montageanleitung Seite 23

Long side with point clamping (4 points)
NON- LINEAR CALCULATION WITHOUT EVA SHEAR-EFFECT
Glass tension limit σ.d ≤ σ.Rd = 51.3 N/mm²
Max. recommended load qd.ULS ≤ 2.20 kN/m
Long side with point clamping (4 points)
NON- LINEAR CALCULATION WITHOUT EVA SHEAR-EFFECT
Deformation analysis f.max ≤ L/33 ≙ 39 mm
Max. recommended load qd.ULS ≤ 0.90 kN/m
Subject to changes | © 2022 Solarwatt GmbH
NON- LINEAR CALCULATION WITHOUT EVA SHEAR-EFFECT
Deformation analysis f.max ≤ L/33 ≙ 22 mm
Max. recommended load qd.ULS ≤ 1.20 kN/m
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NON- LINEAR CALCULATION WITHOUT EVA SHEAR-EFFECT
Deformation analysis f.max ≤ L/33 ≙ 47 mm
Max. recommended load qd.ULS ≤ 0.45 kN/m
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Long side with point clamping (4 points)
Short side with point clamping (4 points)
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