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OT/OL Beam to Column Ties

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Material: See table

Finish: Textured powder-coated flat black paint

Installation: Use all specified fasteners. See General Notes.

Options:


top Gallery:
  roll over images below to see larger image
 
Typical
OT/OHT
Installation
Typical
OL/OHL
Installation

top Load Table: See code report listings below
Table
  1. OL, OHL, OT and OHT must be installed in pairs with machine bolts in double-shear. A single part with machine bolts in single shear is not load rated.
  2. Allowable loads are based on a minimum member thickness of 3 1⁄2”.
  3. OT, OHT loads assume a continuous beam.
next  top Code Reports (PDFs):
Legacy Reports
  IAPMO ES ER ICC-ES ESR CITY OF LOS ANGELES STATE OF FLORIDA ICC-ES NER ICC-ES ER ICC-ES ES
OHLNo code listing: Please contact us for test data.
OHTNo code listing: Please contact us for test data.
OLNo code listing: Please contact us for test data.
OTNo code listing: Please contact us for test data.

* 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



next  topDrawings: To download drawings, right-click or Ctrl-click on the link, then choose "Save Target As..."
Download the Simpson AutoCad Menu, which allows you to insert Ortho views directly into your AutoCAD drawing.

 ORTHOGRAPHIC
PERSPECTIVE
OHL OHL: DWG | DXF
OHL front view: DWG | DXF
None for this model
OHT OHT: DWG | DXF
OHT front view: DWG | DXF
None for this model
OLNone for this model None for this model
OT OT: DWG | DXF
None for this model

   
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