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OS/OHS Strap Ties


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Material: See table.

Finish: Textured powder-coated flat black paint

Installation: Use all specified fasteners. See General Notes.

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top Gallery:
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OHS135
OHS195 		OS
OHS

top Load Table: See code report listings below
Table
  1. Allowable loads have been increased 60% for wind or earthquake loading with no further increase allowed; reduce where other loads govern.
  2. Allowable loads are based on parallel-to-grain loading and a minimum member thickness of 3 1/2" with machine bolts in single shear. Straps must be centered about splice joint and bolt edge distances must meet NDS minimum requirements.
  3. Designer must determine allowable loads when combining bolts parallel and perpendicular to grain
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
OHSNo code listing: Please contact us for test data.
OHS135No code listing: Please contact us for test data.
OHS195No code listing: Please contact us for test data.
OSNo 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..."
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 ORTHOGRAPHIC
PERSPECTIVE
OHSNone for this model None for this model
OHS135None for this model None for this model
OHS195None for this model None for this model
OSNone for this model None for this model

   
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C-2011 (Wood Construction Connectors), page 197
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