
TBE Truss Bearing Enhancers
The TBE transfers load from the truss or girder to plates for bearing-limited conditions, and provides exceptional uplift capacity. Replaces nail-on scabs that provide lower load transfer, or in some cases, an additional ply when needed for bearing. One size works with any number of girder plys.
The table lists allowable loads for TBE4 used on 2x4 and TBE6 used on 2x6 top plates. The table gives the different loads calculated for TBE with and without wood bearing. See Fastener Schedule and Alternate Installation below.
Material: 18 gauge
Finish: Galvanized. See Corrosion Information.
Installation:
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These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong-Tie for details.
These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong-Tie for details.
| Legacy Reports | |||||||
| IAPMO ES ER | ICC-ES ESR | CITY OF LOS ANGELES | STATE OF FLORIDA | ICC-ES NER | ICC-ES ER | ICC-ES ES | |
| TBE | See specific model numbers for code listings. | ||||||
| TBE4 | ESR-2605 / ESR-2523 * | FL10861 | |||||
| TBE4Z | ESR-2605 / ESR-2523 * | FL10861 | |||||
| TBE6 | ESR-2605 / ESR-2523 * | FL10861 | |||||
| TBE6Z | ESR-2605 / ESR-2523 * | FL10861 | |||||
* ESR-2523 is an Index of many of Simpson Strong-Tie Stamped and Welded Cold-formed Steel Products for Wood or Cold-formed Steel Construction
| ORTHOGRAPHIC | PERSPECTIVE | |
| TBE | None for this model |
TBE: DWG
| DXF
|
| TBE4 |
TBE4: DWG | DXF
TBE4 front view: DWG | DXF TBE4 left view: DWG | DXF TBE4 right view: DWG | DXF TBE4 top view: DWG | DXF |
None for this model |
| TBE4Z | None for this model | None for this model |
| TBE6 |
TBE6: DWG | DXF
TBE6 front view: DWG | DXF TBE6 left view: DWG | DXF TBE6 right view: DWG | DXF TBE6 top view: DWG | DXF |
TBE6: DWG
| DXF
TBE6: DWG | DXF |
| TBE6Z | None for this model | None for this model |
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