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Load Tables

  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 assume a restrained member of 3 1/2" min. thickness with bolts in single shear.
  3. Bolt and nail values may not be combined.
  4. NAILS: 16d = 0.162" dia x 3 1/2" long. See other nail sizes and information.

Code Reports

Part IAPMO UES ER ICC-ES ESR City of Los Angeles State of Florida
SASee specific model numbers for code listings.
SA36 ESR-2607 ESR-2523 RR25719

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

Drawings

Part Orthographic Perspective
SANone
SA
DWG DXF
SA36
SA36
DWGDXF
SA36 front view
DWG DXF
SA36 left view
DWG DXF
SA36 right view
DWG DXF
None