" Stability Plate " connection design locks
Stability plates for beam-to-column-web shear plate connections can be designed per " Stability Plate " locks when the box for " Extend past flange " is checked and the beam frames to the web of a wide flange or S shape or welded plate column. " Always provide stabilizer plates " is a setup option for ' ASD14 ' or ' LRFD14 '. |
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" Stability Plate " |
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Connection design locks :
Locks not on the drawing are marked ( not depicted ). |
Stability Plate
Top/bottom stability plates
Top plate
Bottom of top plate ( btm of top ):
Plate thickness ( thickness ):
Corner clip/cope length ( cut length ):
Corner clip/cope length at flange ( at flange ):
Bottom plate
Top of bottom plate ( top of btm ):
Plate length:
Plate width:
Plate thickness:
Corner clip/cope length:
Corner clip/cope length at flange:
Plate to column web weld:
Plate to column flange weld: