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S/H1A Seismic & Hurricane Ties

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S/H1A was designed to fit within several proprietary truss chords to provide uplift resistance.

Material: 43 mil (18 ga)

Finish: Galvanized

Installation:


top Gallery:
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S/H1A Typical S/H1A Installation Typical S/H1A Installation Typical S/H1A Installation
         
       

top Load Table: See code report listings below
Table
  1. Tabulated loads are governed by tests and may not be increased. Refer to Steel Stress Increase for additional information.
  2. Load based on truss steel properties of Fy=50 ksi and Fu=65 ksi. Reduce load direct proportionally for lower steel strength. For example: Truss with 43 mil (18 ga) thickness has a steel properties of Fy=33 ksi, Fu=45 ksi and is connected to 43 mil plate and wall stud. The adjusted allowable load = 550 lbs. x minimum [33/50 or 45/65] = 363 lbs.

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
S/H1A             



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PERSPECTIVE
S/H1ANone for this model None for this model

   
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