Static structures (e.g. – buildings) – Assembled in situ-type anchor or tie – Depending cantilevered seat portion; e.g. – joist anchor
Patent
1993-04-09
1994-08-30
Friedman, Carl D.
Static structures (e.g., buildings)
Assembled in situ-type anchor or tie
Depending cantilevered seat portion; e.g., joist anchor
248300, 4032321, E04B 138
Patent
active
053416198
ABSTRACT:
A truss girder hanger connection including a metal truss girder hanger joining a supporting wood truss girder to a carried wood truss girder.
The metal truss girder hanger is structurally connected only to a supporting wood vertical member of the supporting wood truss girder and not to the supporting wood bottom chord.
The truss girder hanger connection is primarily used where the carried wood truss girder is to be supported in a sloped and/or skewed relationship to the supporting wood truss girder.
The metal truss girder hanger is constructed from a single piece of metal and a single weld connects the edge of an extension member to an elongated back member.
REFERENCES:
patent: 4261155 (1981-04-01), Gilb
patent: 4423977 (1984-01-01), Gilb
patent: 4560301 (1985-12-01), Gilb
patent: 4717279 (1988-01-01), Commins
patent: 4841690 (1989-06-01), Commins
patent: 4890436 (1990-01-01), Colonias
Simpson Strong-Tie Co., Inc. catalog p. 5 copyright 1992 THGAR/L Skewed Truss Girder Hanger.
Photograph of Simpson Strong-Tie Company, Inc.
Simpson Strong-Tie Co., Inc. catalog p. 68 copyright 1993 U/HU Sloped and/or Skewed Hangers.
Commins Alfred D.
Dunagan Brian D.
Cypher James R.
Friedman Carl D.
Simpson Strong-Tie Company Inc.
Wilkens Kevin D.
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