" 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 '.

(beam, single-plate shear connection with stabilitiy plates to a column web) (" Input connection type " = ' Shear ' or ' Auto standard ' or ' User defined ') (" Material type " = ' Plate ') ("   Extend past flange ")
" Stability Plate "	Stability angles are designed for extend-past-flanges shear plates to a column web. This includes auto standard and user defined shear plates. Related locks : Shear Tab  (plate) Tab Clips and Copes

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Connection design locks :

Locks not on the drawing are marked ( not depicted ).

  Stability Plate

Top/bottom stability plates

Tab to plate weld ( tab weld ):

Column CL to plate ( to CL ):

Top plate

Bottom of top plate ( btm of top ):

Plate length ( length ):

Plate width ( width ):

Plate thickness ( thickness ):

Corner clip/cope length ( cut length ):

Corner clip/cope length at flange ( at flange ):

Plate to column web weld ( web weld ):

Plate to column flange weld ( flange weld ):

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:

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