Auflager
Wenn Sie die Elemente nicht direkt auf der Wand auflegen können, steht Ihnen eine Vielfalt von Auflagerdetails zur Verfügung. Einige davon sind hier abgebildet. Auflagerdetails sind statisch zu überprüfen. In den nachfolgenden Tabellen finden Sie die Kennwerte verschiedener LIGNATUR-Auflagertypen. Zur Querzugverstärkung der Ausklinkungen werden SFS-WT-T-6.5 • l –Verbinder mit Zulassung verwendet.
Kennwerte Auflager D01
Höhe LIGNATUR-Flächenelement:
la = 40 mm
Rv,z,k = 28.0 kN/m1
Rv,z,d,SIA = 21.0 kN/m1
la = 80 mm
Rv,z,k = 28.0 kN/m1
Rv,z,d,SIA = 21.0 kN/m1
la = 40 mm
Rv,z,k = 33.5 kN/m1
Rv,z,d,SIA = 24.5 kN/m1
la = 80 mm
Rv,z,k = 33.5 kN/m1
Rv,z,d,SIA = 25.1 kN/m1
la = 40 mm
Rv,z,k = 34.1 kN/m1
Rv,z,d,SIA = 24.5 kN/m1
la = 80 mm
Rv,z,k = 39.0 kN/m1
Rv,z,d,SIA = 29.3 kN/m1
la = 40 mm
Rv,z,k = 34.1 kN/m1
Rv,z,d,SIA = 24.5 kN/m1
la = 80 mm
Rv,z,k = 44.5 kN/m1
Rv,z,d,SIA = 33.4 kN/m1
la = 40 mm
Rv,z,k = 34.1 kN/m1
Rv,z,d,SIA = 24.5 kN/m1
la = 80 mm
Rv,z,k = 49.6 kN/m1
Rv,z,d,SIA = 35.7 kN/m1
la = 40 mm
Rv,z,k = 34.1 kN/m1
Rv,z,d,SIA = 24.5 kN/m1
la = 80 mm
Rv,z,k = 49.6 kN/m1
Rv,z,d,SIA = 35.7 kN/m1
la = 40 mm
Rv,z,k = 34.1 kN/m1
Rv,z,d,SIA = 24.5 kN/m1
la = 80 mm
Rv,z,k = 49.6 kN/m1
Rv,z,d,SIA = 35.7 kN/m1
la = 40 mm
Rv,z,k = 34.1 kN/m1
Rv,z,d,SIA = 24.5 kN/m1
la = 80 mm
Rv,z,k = 49.6 kN/m1
Rv,z,d,SIA = 35.7 kN/m1
la = 40 mm
Rv,z,k = 34.1 kN/m1
Rv,z,d,SIA = 24.5 kN/m1
la = 80 mm
Rv,z,k = 49.6 kN/m1
Rv,z,d,SIA = 35.7 kN/m1
la = 40 mm
Rv,z,k = 36.2 kN/m1
Rv,z,d,SIA = 26.1 kN/m1
la = 80 mm
Rv,z,k = 51.7 kN/m1
Rv,z,d,SIA = 37.3 kN/m1
Kennwerte Auflager D02
Höhe LIGNATUR-Flächenelement:
la = 40 mm
Rv,z,k = 12.9 kN/m1
Rv,z,d,SIA = 9.7 kN/m1
la = 60 mm
Rv,z,k = 11.6 kN/m1
Rv,z,d,SIA = 8.7 kN/m1
la = 40 mm
Rv,z,k = 15.6 kN/m1
Rv,z,d,SIA = 11.7 kN/m1
la = 60 mm
Rv,z,k = 14.3 kN/m1
Rv,z,d,SIA = 10.7 kN/m1
la = 40 mm
Rv,z,k = 18.9 kN/m1
Rv,z,d,SIA = 14.1 kN/m1
la = 60 mm
Rv,z,k = 17.4 kN/m1
Rv,z,d,SIA = 13.0 kN/m1
la = 40 mm
Rv,z,k = 22.3 kN/m1
Rv,z,d,SIA = 16.7 kN/m1
la = 60 mm
Rv,z,k = 20.7 kN/m1
Rv,z,d,SIA = 15.5 kN/m1
la = 40 mm
Rv,z,k = 25.8 kN/m1
Rv,z,d,SIA = 19.3 kN/m1
la = 60 mm
Rv,z,k = 24.2 kN/m1
Rv,z,d,SIA = 18.1 kN/m1
la = 40 mm
Rv,z,k = 27.1 kN/m1
Rv,z,d,SIA = 19.5 kN/m1
la = 60 mm
Rv,z,k = 27.7 kN/m1
Rv,z,d,SIA = 20.8 kN/m1
la = 40 mm
Rv,z,k = 27.1 kN/m1
Rv,z,d,SIA = 19.5 kN/m1
la = 60 mm
Rv,z,k = 31.3 kN/m1
Rv,z,d,SIA = 23.4 kN/m1
la = 40 mm
Rv,z,k = 27.1 kN/m1
Rv,z,d,SIA = 19.5 kN/m1
la = 60 mm
Rv,z,k = 34.9 kN/m1
Rv,z,d,SIA = 25.1 kN/m1
la = 40 mm
Rv,z,k = 27.1 kN/m1
Rv,z,d,SIA = 19.5 kN/m1
la = 60 mm
Rv,z,k = 34.9 kN/m1
Rv,z,d,SIA = 25.1 kN/m1
la = 40 mm
Rv,z,k = 27.1 kN/m1
Rv,z,d,SIA = 19.5 kN/m1
la = 60 mm
Rv,z,k = 34.9 kN/m1
Rv,z,d,SIA = 25.1 kN/m1
Kennwerte Auflager D04
Höhe LIGNATUR-Flächenelement:
la ≥ 40 mm, he = 31 mm
Rv,z,k = 6.4 kN/m1
Rv,z,d,SIA = 4.8 kN/m1
la ≥ 40 mm, he = 40 mm
Rv,z,k = 8.3 kN/m1
Rv,z,d,SIA = 6.2 kN/m1
la ≥ 40 mm, he = 60 mm
Rv,z,k = 12.4 kN/m1
Rv,z,d,SIA = 9.3 kN/m1
la ≥ 40 mm, he = 31 mm
Rv,z,k = 6.4 kN/m1
Rv,z,d,SIA = 4.8 kN/m1
la ≥ 40 mm, he = 40 mm
Rv,z,k = 8.3 kN/m1
Rv,z,d,SIA = 6.2 kN/m1
la ≥ 40 mm, he = 60 mm
Rv,z,k = 12.4 kN/m1
Rv,z,d,SIA = 9.3 kN/m1
la ≥ 40 mm, he = 31 mm
Rv,z,k = 6.4 kN/m1
Rv,z,d,SIA = 4.8 kN/m1
la ≥ 40 mm, he = 40 mm
Rv,z,k = 8.3 kN/m1
Rv,z,d,SIA = 6.2 kN/m1
la ≥ 40 mm, he = 80 mm
Rv,z,k = 16.6 kN/m1
Rv,z,d,SIA = 12.4 kN/m1
la ≥ 40 mm, he = 31 mm
Rv,z,k = 6.4 kN/m1
Rv,z,d,SIA = 4.8 kN/m1
la ≥ 40 mm, he = 40 mm
Rv,z,k = 8.3 kN/m1
Rv,z,d,SIA = 6.2 kN/m1
la ≥ 40 mm, he = 80 mm
Rv,z,k = 16.6 kN/m1
Rv,z,d,SIA = 12.4 kN/m1
la ≥ 40 mm, he = 40 mm
Rv,z,k = 8.3 kN/m1
Rv,z,d,SIA = 6.2 kN/m1
la ≥ 40 mm, he = 80 mm
Rv,z,k = 14.6 kN/m1
Rv,z,d,SIA = 12.4 kN/m1
la ≥ 40 mm, he = 100 mm
Rv,z,k = 20.9 kN/m1
Rv,z,d,SIA = 15.7 kN/m1
la ≥ 40 mm, he = 40 mm
Rv,z,k = 8.3 kN/m1
Rv,z,d,SIA = 6.2 kN/m1
la ≥ 40 mm, he = 80 mm
Rv,z,k = 16.6 kN/m1
Rv,z,d,SIA = 12.4 kN/m1
la ≥ 40 mm, he = 100 mm
Rv,z,k = 20.9 kN/m1
Rv,z,d,SIA = 15.7 kN/m1
la ≥ 40 mm, he = 40 mm
Rv,z,k = 8.3 kN/m1
Rv,z,d,SIA = 6.2 kN/m1
la ≥ 40 mm, he = 80 mm
Rv,z,k = 16.6 kN/m1
Rv,z,d,SIA = 12.4 kN/m1
la ≥ 40 mm, he = 120 mm
Rv,z,k = 25.3 kN/m1
Rv,z,d,SIA = 19.0 kN/m1
la ≥ 40 mm, he = 40 mm
Rv,z,k = 8.3 kN/m1
Rv,z,d,SIA = 6.2 kN/m1
la ≥ 40 mm, he = 80 mm
Rv,z,k = 16.6 kN/m1
Rv,z,d,SIA = 12.4 kN/m1
la ≥ 40 mm, he = 120 mm
Rv,z,k = 25.3 kN/m1
Rv,z,d,SIA = 19.0 kN/m1
la ≥ 60 mm, he = 140 mm
Rv,z,k = 29.8 kN/m1
Rv,z,d,SIA = 22.4 kN/m1
la ≥ 40 mm, he = 40 mm
Rv,z,k = 8.3 kN/m1
Rv,z,d,SIA = 6.2 kN/m1
la ≥ 40 mm, he = 80 mm
Rv,z,k = 16.6 kN/m1
Rv,z,d,SIA = 12.4 kN/m1
la ≥ 40 mm, he = 120 mm
Rv,z,k = 25.3 kN/m1
Rv,z,d,SIA = 19.0 kN/m1
la ≥ 60 mm, he = 140 mm
Rv,z,k = 29.8 kN/m1
Rv,z,d,SIA = 22.4 kN/m1
la ≥ 40 mm, he = 160 mm
Rv,z,k = 34.4 kN/m1
Rv,z,d,SIA = 25.1 kN/m1
la ≥ 40 mm, he = 40 mm
Rv,z,k = 8.3 kN/m1
Rv,z,d,SIA = 6.2 kN/m1
la ≥ 40 mm, he = 80 mm
Rv,z,k = 16.6 kN/m1
Rv,z,d,SIA = 12.4 kN/m1
la ≥ 40 mm, he = 120 mm
Rv,z,k = 25.3 kN/m1
Rv,z,d,SIA = 19.0 kN/m1
la ≥ 60 mm, he = 140 mm
Rv,z,k = 29.8 kN/m1
Rv,z,d,SIA = 22.4 kN/m1
la ≥ 60 mm, he = 160 mm
Rv,z,k = 34.4 kN/m1
Rv,z,d,SIA = 25.1 kN/m1
la ≥ 80 mm, he = 180 mm
Rv,z,k = 38.4 kN/m1
Rv,z,d,SIA = 28.8 kN/m1
Kennwerte Auflager D06
Höhe LIGNATUR-Flächenelement:
la ≥ 40 mm, he = 31 mm
Rv,z,k = 19.2 kN/m1
Rv,z,d,SIA = 11.8 kN/m1
la ≥ 40 mm, he = 40 mm
Rv,z,k = 27.8 kN/m1
Rv,z,d,SIA = 17.1 kN/m1
la ≥ 40 mm, he = 60 mm
Rv,z,k = 41.1 kN/m1
Rv,z,d,SIA = 25.3 kN/m1
la ≥ 40 mm, he = 31 mm
Rv,z,k = 22.9 kN/m1
Rv,z,d,SIA = 14.1 kN/m1
la ≥ 40 mm, he = 40 mm
Rv,z,k = 32.2 kN/m1
Rv,z,d,SIA = 19.8 kN/m1
la ≥ 40 mm, he = 60 mm
Rv,z,k = 42.5 kN/m1
Rv,z,d,SIA = 26.2 kN/m1
la ≥ 40 mm, he = 31 mm
Rv,z,k = 17.7 kN/m1
Rv,z,d,SIA = 10.9 kN/m1
la ≥ 40 mm, he = 40 mm
Rv,z,k = 24.4 kN/m1
Rv,z,d,SIA = 15.0 kN/m1
la ≥ 40 mm, he = 80 mm
Rv,z,k = 57.0 kN/m1
Rv,z,d,SIA = 35.1 kN/m1
la ≥ 40 mm, he = 31 mm
Rv,z,k = 17.4 kN/m1
Rv,z,d,SIA = 10.7 kN/m1
la ≥ 40 mm, he = 40 mm
Rv,z,k = 23.7 kN/m1
Rv,z,d,SIA = 14.6 kN/m1
la ≥ 40 mm, he = 80 mm
Rv,z,k = 57.4 kN/m1
Rv,z,d,SIA = 35.3 kN/m1
la = 40 mm, he = 40 mm
Rv,z,k = 23.1 kN/m1
Rv,z,d,SIA = 14.2 kN/m1
la = 40 mm, he = 80 mm
Rv,z,k = 51.7 kN/m1
Rv,z,d,SIA = 31.8 kN/m1
la = 40 mm, he = 100 mm
Rv,z,k = 67.0 kN/m1
Rv,z,d,SIA = 41.2 kN/m1
la ≥ 40 mm, he = 40 mm
Rv,z,k = 22.6 kN/m1
Rv,z,d,SIA = 13.9 kN/m1
la ≥ 40 mm, he = 80 mm
Rv,z,k = 59.2 kN/m1
Rv,z,d,SIA = 36.4 kN/m1
la ≥ 40 mm, he = 100 mm
Rv,z,k = 73.0 kN/m1
Rv,z,d,SIA = 44.9 kN/m1
la ≥ 40 mm, he = 40 mm
Rv,z,k = 22.3 kN/m1
Rv,z,d,SIA = 13.7 kN/m1
la ≥ 40 mm, he = 80 mm
Rv,z,k = 55.7 kN/m1
Rv,z,d,SIA = 34.3 kN/m1
la ≥ 40 mm, he = 120 mm
Rv,z,k = 98.3 kN/m1
Rv,z,d,SIA = 60.5 kN/m1
la ≥ 40 mm, he = 40 mm
Rv,z,k = 21.8 kN/m1
Rv,z,d,SIA = 13.4 kN/m1
la ≥ 40 mm, he = 80 mm
Rv,z,k = 51.4 kN/m1
Rv,z,d,SIA = 31.6 kN/m1
la ≥ 40 mm, he = 120 mm
Rv,z,k = 80.6 kN/m1
Rv,z,d,SIA = 49.6 kN/m1
la ≥ 40 mm, he = 140 mm
Rv,z,k = 98.3 kN/m1
Rv,z,d,SIA = 60.5 kN/m1
la ≥ 40 mm, he = 40 mm
Rv,z,k = 21.6 kN/m1
Rv,z,d,SIA = 13.3 kN/m1
la ≥ 40 mm, he = 80 mm
Rv,z,k = 48.9 kN/m1
Rv,z,d,SIA = 30.1 kN/m1
la ≥ 40 mm, he = 120 mm
Rv,z,k = 71.7 kN/m1
Rv,z,d,SIA = 44.1 kN/m1
la ≥ 40 mm, he = 160 mm
Rv,z,k = 98.0 kN/m1
Rv,z,d,SIA = 60.3 kN/m1
la ≥ 40 mm, he = 80 mm
Rv,z,k = 38.5 kN/m1
Rv,z,d,SIA = 23.7 kN/m1
la ≥ 40 mm, he = 120 mm
Rv,z,k = 66.5 kN/m1
Rv,z,d,SIA = 40.9 kN/m1
la ≥ 40 mm, he = 180 mm
Rv,z,k = 98.5 kN/m1
Rv,z,d,SIA = 60.6 kN/m1
Kennwerte LKE Auflager D01
Höhe LIGNATUR-Flächenelement:
la = 40 mm
Rv,z,k = 56.2 kN/m1
Rv,z,d,SIA = 42.1 kN/m1
la = 80 mm
Rv,z,k = 56.2 kN/m1
Rv,z,d,SIA = 42.1 kN/m1
la = 40 mm
Rv,z,k = 66.8 kN/m1
Rv,z,d,SIA = 50.1 kN/m1
la = 80 mm
Rv,z,k = 66.8 kN/m1
Rv,z,d,SIA = 50.1 kN/m1
la = 40 mm
Rv,z,k = 70.3 kN/m1
Rv,z,d,SIA = 50.6 kN/m1
la = 80 mm
Rv,z,k = 77.3 kN/m1
Rv,z,d,SIA = 58.0 kN/m1
la = 40 mm
Rv,z,k = 70.3 kN/m1
Rv,z,d,SIA = 50.6 kN/m1
la = 80 mm
Rv,z,k = 87.7 kN/m1
Rv,z,d,SIA = 65.8 kN/m1
la = 40 mm
Rv,z,k = 70.3 kN/m1
Rv,z,d,SIA = 50.6 kN/m1
la = 80 mm
Rv,z,k = 98.0 kN/m1
Rv,z,d,SIA = 73.5 kN/m1
la = 40 mm
Rv,z,k = 70.3 kN/m1
Rv,z,d,SIA = 50.6 kN/m1
la = 80 mm
Rv,z,k = 102.3 kN/m1
Rv,z,d,SIA = 73.7 kN/m1
la = 40 mm
Rv,z,k = 70.3 kN/m1
Rv,z,d,SIA = 50.6 kN/m1
la = 80 mm
Rv,z,k = 102.3 kN/m1
Rv,z,d,SIA = 73.7 kN/m1
la = 40 mm
Rv,z,k = 70.3 kN/m1
Rv,z,d,SIA = 50.6 kN/m1
la = 80 mm
Rv,z,k = 102.3 kN/m1
Rv,z,d,SIA = 73.7 kN/m1
la = 40 mm
Rv,z,k = 70.3 kN/m1
Rv,z,d,SIA = 50.6 kN/m1
la = 80 mm
Rv,z,k = 102.3 kN/m1
Rv,z,d,SIA = 73.7 kN/m1
Kennwerte LKE Auflager D02
Höhe LIGNATUR-Flächenelement:
la = 40 mm
Rv,z,k = 25.6 kN/m1
Rv,z,d,SIA = 19.2 kN/m1
la = 60 mm
Rv,z,k = 23.0 kN/m1
Rv,z,d,SIA = 17.3 kN/m1
la = 40 mm
Rv,z,k = 32.4 kN/m1
Rv,z,d,SIA = 24.3 kN/m1
la = 60 mm
Rv,z,k = 29.5 kN/m1
Rv,z,d,SIA = 22.1 kN/m1
la = 40 mm
Rv,z,k = 39.5 kN/m1
Rv,z,d,SIA = 29.6 kN/m1
la = 60 mm
Rv,z,k = 36.4 kN/m1
Rv,z,d,SIA = 27.3 kN/m1
la = 40 mm
Rv,z,k = 46.8 kN/m1
Rv,z,d,SIA = 35.1 kN/m1
la = 60 mm
Rv,z,k = 43.6 kN/m1
Rv,z,d,SIA = 32.7 kN/m1
la = 40 mm
Rv,z,k = 54.2 kN/m1
Rv,z,d,SIA = 40.3 kN/m1
la = 60 mm
Rv,z,k = 50.8 kN/m1
Rv,z,d,SIA = 38.1 kN/m1
la = 40 mm
Rv,z,k = 56.0 kN/m1
Rv,z,d,SIA = 40.3 kN/m1
la = 60 mm
Rv,z,k = 58.0 kN/m1
Rv,z,d,SIA = 43.5 kN/m1
la = 40 mm
Rv,z,k = 56.0 kN/m1
Rv,z,d,SIA = 40.3 kN/m1
la = 60 mm
Rv,z,k = 65.3 kN/m1
Rv,z,d,SIA = 49.0 kN/m1
la = 40 mm
Rv,z,k = 56.0 kN/m1
Rv,z,d,SIA = 40.3 kN/m1
la = 60 mm
Rv,z,k = 72.0 kN/m1
Rv,z,d,SIA = 51.8 kN/m1
la = 40 mm
Rv,z,k = 56.0 kN/m1
Rv,z,d,SIA = 40.3 kN/m1
la = 60 mm
Rv,z,k = 72.0 kN/m1
Rv,z,d,SIA = 51.8 kN/m1
Kennwerte LKE Auflager D04
Höhe LIGNATUR-Flächenelement:
la ≥ 40 mm, he = 31 mm
Rv,z,k = 11.9 kN/m1
Rv,z,d,SIA = 7.3 kN/m1
la ≥ 40 mm, he = 40 mm
Rv,z,k = 17.1 kN/m1
Rv,z,d,SIA = 10.6 kN/m1
la ≥ 40 mm, he = 60 mm
Rv,z,k = 24.7 kN/m1
Rv,z,d,SIA = 15.2 kN/m1
la ≥ 40 mm, he = 31 mm
Rv,z,k = 11.3 kN/m1
Rv,z,d,SIA = 7.0 kN/m1
la ≥ 40 mm, he = 40 mm
Rv,z,k = 16.0 kN/m1
Rv,z,d,SIA = 9.8 kN/m1
la ≥ 40 mm, he = 60 mm
Rv,z,k = 32.5 kN/m1
Rv,z,d,SIA = 20.0 kN/m1
la ≥ 40 mm, he = 31 mm
Rv,z,k = 11.0 kN/m1
Rv,z,d,SIA = 6.8 kN/m1
la ≥ 40 mm, he = 40 mm
Rv,z,k = 15.2 kN/m1
Rv,z,d,SIA = 9.3 kN/m1
la ≥ 40 mm, he = 80 mm
Rv,z,k = 34.2 kN/m1
Rv,z,d,SIA = 21.7 kN/m1
la ≥ 40 mm, he = 31 mm
Rv,z,k = 10.8 kN/m1
Rv,z,d,SIA = 6.6 kN/m1
la ≥ 40 mm, he = 40 mm
Rv,z,k = 14.6 kN/m1
Rv,z,d,SIA = 9.0 kN/m1
la ≥ 40 mm, he = 80 mm
Rv,z,k = 34.2 kN/m1
Rv,z,d,SIA = 22.0 kN/m1
la ≥ 40 mm, he = 40 mm
Rv,z,k = 14.3 kN/m1
Rv,z,d,SIA = 8.8 kN/m1
la ≥ 40 mm, he = 80 mm
Rv,z,k = 32.1 kN/m1
Rv,z,d,SIA = 19.8 kN/m1
la ≥ 40 mm, he = 100 mm
Rv,z,k = 41.6 kN/m1
Rv,z,d,SIA = 25.6 kN/m1
la ≥ 40 mm, he = 40 mm
Rv,z,k = 14.0 kN/m1
Rv,z,d,SIA = 8.6 kN/m1
la ≥ 40 mm, he = 80 mm
Rv,z,k = 34.2 kN/m1
Rv,z,d,SIA = 22.5 kN/m1
la ≥ 40 mm, he = 100 mm
Rv,z,k = 43.1 kN/m1
Rv,z,d,SIA = 27.7 kN/m1
la ≥ 40 mm, he = 40 mm
Rv,z,k = 13.8 kN/m1
Rv,z,d,SIA = 8.5 kN/m1
la ≥ 40 mm, he = 80 mm
Rv,z,k = 34.2 kN/m1
Rv,z,d,SIA = 21.3 kN/m1
la ≥ 40 mm, he = 120 mm
Rv,z,k = 52.2 kN/m1
Rv,z,d,SIA = 37.4 kN/m1
la ≥ 40 mm, he = 40 mm
Rv,z,k = 13.7 kN/m1
Rv,z,d,SIA = 8.4 kN/m1
la ≥ 40 mm, he = 80 mm
Rv,z,k = 33.1 kN/m1
Rv,z,d,SIA = 20.3 kN/m1
la ≥ 40 mm, he = 120 mm
Rv,z,k = 52.2 kN/m1
Rv,z,d,SIA = 33.6 kN/m1
la ≥ 40 mm, he = 140 mm
Rv,z,k = 56.0 kN/m1
Rv,z,d,SIA = 40.3 kN/m1
la ≥ 40 mm, he = 40 mm
Rv,z,k = 13.6 kN/m1
Rv,z,d,SIA = 8.3 kN/m1
la ≥ 40 mm, he = 80 mm
Rv,z,k = 31.9 kN/m1
Rv,z,d,SIA = 19.6 kN/m1
la ≥ 40 mm, he = 120 mm
Rv,z,k = 50.1 kN/m1
Rv,z,d,SIA = 30.8 kN/m1
la ≥ 60 mm, he = 140 mm
Rv,z,k = 56.0 kN/m1
Rv,z,d,SIA = 37.4 kN/m1
Kennwerte LKE Auflager D06
Höhe LIGNATUR-Flächenelement:
la ≥ 40 mm, he = 31 mm
Rv,z,k = 23.8 kN/m1
Rv,z,d,SIA = 14.6 kN/m1
la ≥ 40 mm, he = 40 mm
Rv,z,k = 34.6 kN/m1
Rv,z,d,SIA = 21.3 kN/m1
la ≥ 40 mm, he = 60 mm
Rv,z,k = 49.4 kN/m1
Rv,z,d,SIA = 30.4 kN/m1
la ≥ 40 mm, he = 31 mm
Rv,z,k = 22.7 kN/m1
Rv,z,d,SIA = 14.0 kN/m1
la ≥ 40 mm, he = 40 mm
Rv,z,k = 31.9 kN/m1
Rv,z,d,SIA = 19.6 kN/m1
la ≥ 40 mm, he = 60 mm
Rv,z,k = 65.0 kN/m1
Rv,z,d,SIA = 40.0 kN/m1
la ≥ 40 mm, he = 31 mm
Rv,z,k = 22.0 kN/m1
Rv,z,d,SIA = 13.5 kN/m1
la ≥ 40 mm, he = 40 mm
Rv,z,k = 30.3 kN/m1
Rv,z,d,SIA = 18.7 kN/m1
la ≥ 40 mm, he = 80 mm
Rv,z,k = 70.4 kN/m1
Rv,z,d,SIA = 43.3 kN/m1
la ≥ 40 mm, he = 31 mm
Rv,z,k = 21.5 kN/m1
Rv,z,d,SIA = 13.3 kN/m1
la ≥ 40 mm, he = 40 mm
Rv,z,k = 29.3 kN/m1
Rv,z,d,SIA = 18.0 kN/m1
la ≥ 40 mm, he = 80 mm
Rv,z,k = 71.4 kN/m1
Rv,z,d,SIA = 43.9 kN/m1
la ≥ 40 mm, he = 40 mm
Rv,z,k = 28.6 kN/m1
Rv,z,d,SIA = 17.6 kN/m1
la ≥ 40 mm, he = 80 mm
Rv,z,k = 64.2 kN/m1
Rv,z,d,SIA = 39.5 kN/m1
la ≥ 40 mm, he = 100 mm
Rv,z,k = 83.2 kN/m1
Rv,z,d,SIA = 51.2 kN/m1
la ≥ 40 mm, he = 40 mm
Rv,z,k = 28.0 kN/m1
Rv,z,d,SIA = 17.3 kN/m1
la ≥ 40 mm, he = 80 mm
Rv,z,k = 73.2 kN/m1
Rv,z,d,SIA = 45.0 kN/m1
la ≥ 40 mm, he = 100 mm
Rv,z,k = 90.1 kN/m1
Rv,z,d,SIA = 55.5 kN/m1
la ≥ 40 mm, he = 40 mm
Rv,z,k = 27.6 kN/m1
Rv,z,d,SIA = 17.0 kN/m1
la ≥ 40 mm, he = 80 mm
Rv,z,k = 69.1 kN/m1
Rv,z,d,SIA = 42.5 kN/m1
la ≥ 40 mm, he = 120 mm
Rv,z,k = 118.2 kN/m1
Rv,z,d,SIA = 74.8 kN/m1
la ≥ 40 mm, he = 40 mm
Rv,z,k = 27.3 kN/m1
Rv,z,d,SIA = 16.8 kN/m1
la ≥ 40 mm, he = 80 mm
Rv,z,k = 66.1 kN/m1
Rv,z,d,SIA = 40.7 kN/m1
la ≥ 40 mm, he = 120 mm
Rv,z,k = 109.0 kN/m1
Rv,z,d,SIA = 67.1 kN/m1
la ≥ 60 mm, he = 120 mm
Rv,z,k = 128.2 kN/m1
Rv,z,d,SIA = 84.6 kN/m1
la ≥ 40 mm, he = 40 mm
Rv,z,k = 27.1 kN/m1
Rv,z,d,SIA = 16.7 kN/m1
la ≥ 40 mm, he = 80 mm
Rv,z,k = 63.9 kN/m1
Rv,z,d,SIA = 39.3 kN/m1
la ≥ 40 mm, he = 120 mm
Rv,z,k = 100.3 kN/m1
Rv,z,d,SIA = 61.7 kN/m1
la ≥ 60 mm, he = 140 mm
Rv,z,k = 121.6 kN/m1
Rv,z,d,SIA = 74.8 kN/m1