Corner Bracket WD F100 HCP
Group: A430
90° connection of TP F100 beam sections with form-fit connection using Self Forming Screw FLS F
Flexible structures with high load-bearing capacity through the use of the Corner Bracket WD F100
Choose your country
Go to your local Sikla page and discover offers for your country or sales region:
Country
Group: A430
90° connection of TP F100 beam sections with form-fit connection using Self Forming Screw FLS F
Flexible structures with high load-bearing capacity through the use of the Corner Bracket WD F100
To be used in pairs only. 8 pieces of Self Forming Screw FLS are necessary for one Corner Bracket.
Info | Type | Weight | Quantity | Part number | |
| WD F100 HCP | 1.956 kg/pcs. | 1 pcs. | 113095 | ||
siFramo - ETA-24/0471
PDF (2.15 MB)
Component to be used for connections between two F100 or F100/160 sections when the structural design requires an alternative to the End Support STA F 100 as the default solution. Connections with the Corner Bracket WD F 100 allow flexible constrcutions and provide a high load capacity at the same time. Using the bracket hole (Ø 18mm) additional bracings can be installed and comprehensive solutions can be realized.
Certification
Primary element material | steel |
Surface finish | HCP |
Corrosion protection class | C4 |
Type | -VX,perm. | VX,perm. | -VY,perm. | VY,perm. | -VZ,perm. | VZ,perm. |
WD F100 HCP | 44,20 kN | 44,20 kN | 27,00 kN | 27,00 kN | 60,30 kN | 60,30 kN |
Type | -MX,perm. | MX,perm. | -MY,perm. | MY,perm. | -MZ,perm. | MZ,perm. |
WD F100 HCP | 6,6 kNm | 6,6 kNm |
The specified load values are design loads Rd and include a partial safety factor γM2 = 1.25 (DIN EN 1993-1-8:2025-04, Table 4.1)
A partial safety factor of γG = 1.35 (DIN EN 1990:2021-10, Table A1.2(B)) must be taken into account for permanent loads.
Also available with DualShield for high corrosion protection within C5H environments.
Software
This product is available in the following software.
8,1 kNm
8,1 kNm |
3,9 kNm |
3,9 kNm |