" Welds " connection design locks

A fully welded moment connection is designed per " Welds " locks when a beam's " Input connection type " is set to ' Fully welded moment '.

(a beam to a column web or flange) (" Input connection type " = ' Fully welded moment ')
" Welds "	Other locks Column Flange Stiffeners Column Web Doublers (moment):

user defined | beam review | top

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Connection design locks :

  Welds

Flange weld size:

Web weld size:

user defined | beam review | top