STA F 100-E
STA F 100 - 80-E
STA F 100 - 100/160-E
STA F 160 - 100-E
End Support STA-E F100 HCP
Group: A822
End Support enables flexible design options in conjunction with beam or cantilever brackets and profiles
Suitable for a wide range of applications
Overview of Types
General Information
Plug-in component designed to create an endplate at the open end of a Beam Section TP F 100 or a Cantilever bracket AK F 100. Variation types F 100-80 (E) are designed to combine F 100 with F 80 beam sections. Octagonal insert allows full utilisation of beam section within the space required by the End Support STA itself.
Certification
CE mark (Declaration of performance see downloads)
ETA-24/0471
Technical specifications
Material base body | steel |
Surface | HCP |
Corossion class | C4 |
Also available with DUALSHIELD for high corrosion protection within C5H environments.
Software
This product is available in the following software.
Installation
Type STA F 100-E and 100-80-E:
Depending on the situation, different options are recommended:
a) With 2x4 Self Forming Screws FLS when used to connect 2 Beam Sections.
b) With 4 Self Forming Screws FLS applied to the octagonal insert and 2 suitable wall anchors/fixings when connected to the building structure.
The Beam Section TP F 100/100 connected to the End Support STA F 100 has to be screwed with 4 Self Forming Screws FLS F. On each of the opposite sides 2 Self Forming Screws FLS F are necessary. Alternatively with two suitable wall anchors through holes “A” when fixed directly to building structure.
Configuration: Base plate welded to Octagon F 100 or F 80
Type STA F 100-100/160-E:
For the connection to Beam Section TP F 100 or TP F 100/160 (flange side 100) 4 Self Forming Screws FLS F are necessary.
The Beam Section TP F 100/160 connected to the End Support STA F 100 - 100/160 has to be screwed with 8 Self Forming Screws FLS F. On each of the broader sides 4 Self Forming Screws FLS F are necessary.
Configuration: Base plate welded to Octagon F 100/160
Documents
- siFramo - ETA-24/0471
PDF (2.15MB)