A structural connection transitions between wide flange or box column sections of different widths using a complete joint penetration weld with a slope taper ranging from a minimum of two and a half inches to a maximum of four inches per American Welding Society standards unless noted otherwise.
1 2 1/2" MIN 4" MAX WIDE FLANGE OR BOX COLUMN TAPER WIDER SECTION PER AWS AS NOTED UNLESS NOTED OTHERWISE . CJP TRANSITION BETWEEN SECTION OF DIFFERENT WIDTHS 4
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