ARCHITECTURAL INNOVATIONS
• Religious Structures
• Assembled Trusses
• Bridges
• Arches
• More Unique Applications

LIGHT JOISTED COMMERCIAL
• SST Open Web Joist
• SSI I-Joist
• SSW Open Web Pin-Connected Truss
• High Strength Composite Glulam (HSC)
• Glued Laminated Beams (Glulam)

PANELIZED ROOF
• SST Purlin
• SSI I-Purlin
• Glued Laminated Girders
• High Strength Composite Glulam (HSC)
• Glued Laminated Purlins

MULTI-FAMILY
• SSI I-Joist
• SSI I-Joist Tapered
• MXL Floor Joist
• Glulam Girder and Header
• Laminated Veneer Lumber (LVL)

DESIGN ASSISTANCE DEPARTMENT

CAD DETAILS
• ssI-Joist
• ssW

CODE REPORTS AND PRODUCT ACCEPTANCE
• ICC-ES ESR-1991 Report IJ Only
• ICC-ES ESR-2364 (HSC & MxL) Report
• ICC-ES ESR-2934 (SSW) Report
• DSA PA-038 (SSI Joist)
• DSA PA-138 (HSC Glulam)
• 25845L LA City Research Report
• 25565L LA City Research Report
• 25496L LA City Research Report
• LA City Fabricators License

NEW MANUALS
• SSI I-Joist
• SSI Glulam
• SST OpenWeb Truss
• SSW OpenWeb Pin Truss
• Sprinkler/Mechanical
• About SSI

PREVIOUS REPORTS AND MANUALS
• SSI I-Joist Manual
• PFC-5803 Report
• ICC-ES PFC-5579 (HSC Glulam)
• ICC-ES ESR-1991 Report

APA Engineered Wood Association
• APA - The Engineered Wood Association
• APA 305 Fire Rated Systems

SIZER
• Sizer 2.01 Design Tool

Sitemap
SST Open-Web Joists

North Point Center
North Point Center


Wilson Office Building


North Point Center


Wilson Office Building

Folsom Project

North Point Center

 

SST Truss is a structural open web plate connected engineered wood component used as a joist in floor and roof construction.

Its long span high load carrying capacity is achieved by the engineered combination of face bonding (gluing) and machine stress rated (MSR) lumber which is finger jointed and tension tested as a continuous member.

The webs are manufactured from visually graded or MSR lumber. All multiple web members are face bonded (glued).

The webs and chords are assembled and connected with ICBO-ES approved connector plates that are embedded in the wood components by a series of precision presses.

Performance Features

  • Longer span capacity yields greater design flexibility
  • Wider bay designs resulting in fewer columns
  • Camber as required by design
  • Conventional framing width of 3 1/2" reduces the span of the sheathing allows for more nailing or gluing area
  • Parallel chord, single or double taper designs available
  • Continuous, tension tested chords, laminated when multiple plies are utilized
  • Light weight and dimensionally stable
  • Open web allows easy installation of mechanical, electrical and other trades
  • Split resistance (R chord) allowing for tight diaphragm nailing is available.
  • Allows for direct connection for lateral design load transfer
  • Moisture content of all chords and webs is limited to 15% for maximum product stability
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