" Web Plate " & " Web Fill Plate " connection design locks

Connection design of a beam-to-beam splice plate connection is done per " Web Plate " and " Web Fill Plate " locks. The NS and FS web and fill plates are controlled by the same locks. The " Web Fill Plate " locks have null values when the web thicknesses of the spliced beams are the same.

(a beam end, splice plate connection, to a beam end) (" Section size " = W or S or C or welded-plate W for both beams) (" Input connection type " = ' Splice plate ' or ' User defined ') (" Web plates on " = ' Left end ' or ' Right end ' or ' Both members ') (" Web plate side " = ' Near ' or ' Far ' or ' Both ') (" Moment type " = ' Non-moment ' or ' Bolted ')
" Web Plate "	" Web Fill Plate "
Related locks :    Moment Flange Plate Flange Filler Plate

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Connection design locks :

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

  Web Plate

Web plates, NS and FS

Top of plate ( top ):

Plate length ( length ):

Plate width ( width ):

Plate thickness ( not depicted ):

Relative rotation ( not depicted ):

Bolts on web plates

Bolt diameter ( not depicted ):

Hole type ( not depicted ):

Rows:

Vertical to 1st hole ( vert to 1st ):

Vertical hole spacing ( vert spacing ):

Columns:

Horizontal to 1st hole ( 1st ):

Horizontal hole spacing ( hspc ):

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  Web Fill Plate

Note: NS and FS web fill plates may be desiegned for beam splice connections to compensate for web thickness differences between the two beams. If the two beams have equally thick webs, a " Web Fill Plate " leaf will still be provided, and the connection design locks within that leaf will be set to zero (' 0 ').

Web fill plates, NS and FS

Plate width ( fill width ):

Fill plate thickness ( not depicted ):

Other fill plate dimensions are controlled by the " Web Plate " locks.

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