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:

Use all specified fasteners. See General Notes.
TBE must be installed in pairs.
Top plate size is 2x4 for TBE4, 2x6 for TBE6. Use alternate installation for TBE4 and TBE6 on larger plates or pre-sheathed walls. See Alternate Installation.

roll over images below to see larger image


TBE4 (TBE6 similar) Canada Patent 2,044,440	Two TBE installed with two-ply girder truss	Two TBE installed with single-ply truss


Alternate Installation:


Pre-sheathed shearwall. Bend tab along slot and nail one leg to top of the plate.	TBE6 Installed on Double 2x8 Top Plate

Alternate Installation Allowable Down Loads are 0.80 and Allowable Uplift Loads are 1.0 of the TBE only table loads, below.

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.

NAILS:
10d = 0.148" dia. x 3" long,
10dx1 1/2" = 0.148" dia. x 1 1/2 " long.
See other nail sizes and information.

Loads are for a pair of TBEs.
When truss chord wood species is different than the wall top plate wood species, choose the tabulated allowable loads based on the species with the lower tabulated download capacity.
Allowable loads have been increased for wind or earthquake loads with no further increase allowed. Reduce where other loads govern.
Allowable loads are determined only by nail shear calculations or tests of the metal connectors based on the lowest of 0.125" of deflection or the ultimate load with a 3 times factor of safety. The attached wood members must be designed to withstand the loads imposed by the nails.
Perpendicular to Plate loads are reduced for Alternate Installation.
Parallel to Plate loads are not reduced for Alternate Installation.
Equivalent Top Plate Bearing Width is the actual top plate width (TBE4 = 3 1/2", TBE6 = 5 1/2") plus the enhanced bearing width provided by the TBE.

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.

Use full table loads for uplift and parallel-to-plate allowable loads.
Download capacities are 0.80 of table loads.
See additional footnotes above.

					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

Download the Simpson Strong-Tie™ AutoCad® Menu, which allows you to insert Ortho views directly into your AutoCAD drawing.

	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