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stiffener welded to tension flange?

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+ADwAIQ-DOCTYPE HTML PUBLIC +ACI--//W3C//DTD W3 HTML//EN+ACIAPg- +ADw-HTML+AD4- +ADw-HEAD+AD4- +ADw-META content+AD0AIg-text/html+ADs- charset+AD0-utf-7+ACI- http-equiv+AD0-Content-Type+AD4- +ADw-META content+AD0-'+ACI-MSHTML 4.72.3110.7+ACI-' name+AD0-GENERATOR+AD4- +ADw-/HEAD+AD4- +ADw-BODY bgColor+AD0AIw-ffffff+AD4- +ADw-DIV+AD4AJg-nbsp+ADsAPA-/DIV+AD4APA-FONT color+AD0AIw-000000 size+AD0-2+AD4-In a unssuported compresion flange for a simple span girder (bridge) if transverse stiffener,,joined to a stringer,is used to stabilize the compresion flange. Should the transverse stiffener be welded to the tension flange wheter the fatige category at the stiffener weld termination is still AASHTO fatigue category C? +ADw-/FONT+AD4APA-/BODY+AD4APA-/HTML+AD4-