SOLARWATT Vision 36M glass Montageanleitung Seite 22

OVERHEAD AND FACADE INSTALLATION ACC. TO DIN 18008
If the module is installed (vertically as well as overhead), the provisions of the german
technical approval (Allgemeine bauaufsichtliche Zulassung - AbZ) Z-70.3-199 apply. The
document is available in the PRO area of solarwatt.com. In particular, DIN 18008 applies
to planning, dimensioning and installation.
Frame all sides
NON- LINEAR CALCULATION WITHOUT EVA SHEAR-EFFECT
Glass tension limit σ.d ≤ σ.Rd = 51.3 N/mm²
Max. recommended load qd.ULS ≤ 8.00 kN/m
Long side linear
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
NON- LINEAR CALCULATION WITH EVA SHEAR-EFFECT
Glass tension limit σ.d ≤ σ.Rd = 46.7 N/mm²
with shear effect cold G= 2.50
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2
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qd.ULS ≤ 4.40 kN/m
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Transverse linear
NON- LINEAR CALCULATION WITHOUT EVA SHEAR-EFFECT
Deformation analysis f.max ≤ L/33 ≙ 47 mm
Max. recommended load qd.ULS ≤ 0.48 kN/m
NON- LINEAR CALCULATION WITH EVA SHEAR-EFFECT
Deformation analysis f.max ≤ L/33 ≙ 47 mm
with shear effect warm G= 0,0
Glass tension limit σ.d ≤ σ.Rd = 46.7 N/mm²
with shear effect cold G= 2,50
Subject to changes | © 2022 Solarwatt GmbH
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qd.ULS ≤ 0,60 kN/m
2
qd.ULS ≤ 2,00 kN/m
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