The patent badge is an abbreviated version of the USPTO patent document. The patent badge does contain a link to the full patent document.

The patent badge is an abbreviated version of the USPTO patent document. The patent badge covers the following: Patent number, Date patent was issued, Date patent was filed, Title of the patent, Applicant, Inventor, Assignee, Attorney firm, Primary examiner, Assistant examiner, CPCs, and Abstract. The patent badge does contain a link to the full patent document (in Adobe Acrobat format, aka pdf). To download or print any patent click here.

Date of Patent:
May. 23, 2006

Filed:

May. 02, 2001
Applicants:

Clayton J. Allen, Laguna Niguel, CA (US);

James E. Partridge, Pasadena, CA (US);

Ralph M. Richard, Tucson, AZ (US);

Inventors:

Clayton J. Allen, Laguna Niguel, CA (US);

James E. Partridge, Pasadena, CA (US);

Ralph M. Richard, Tucson, AZ (US);

Assignee:
Attorney:
Primary Examiner:
Int. Cl.
CPC ...
E04C 3/32 (2006.01);
U.S. Cl.
CPC ...
Abstract

The present invention provides for improvement of ductility and strength performance of connections in structural steel buildings made typically with rolled structural shapes, specifically in bolted and/or welded beam-to-column connections with welded flanges, by greatly reducing the very significant uneven stress distribution found in the conventionally designed connection at the column/beam weld, through use of slots in column and/or beam webs with or without continuity plates in the area of the column between the column flanges, as well as, optionally, extended shear plate connections with additional columns of bolts for the purpose of reducing the stress concentration factor in the center of the flange welds. Moreover, the slots in beam web adjacent to the beam flanges allow the beam web and flange to buckle independently thereby eliminating the degrading of the beam strength caused by lateral-torsional bucking.


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