regarding type 3 semi rigid connections (aisc asd pg 4-100)
designed to rotate under gravity loads but resist wind
moments--as a practical matter,(3-story bldg)
how critical is the unwelded length of 1.5x flange width for
the top flange plate for the successsful performance of
this type of connection?
designed to rotate under gravity loads but resist wind
moments--as a practical matter,(3-story bldg)
how critical is the unwelded length of 1.5x flange width for
the top flange plate for the successsful performance of
this type of connection?
