" Shear Tab " & " Tab Clips and Copes " connection design locks

A single-plate shear connection can be designed per " Shear Tab " and " Tab Clips and Copes " locks for beam-to-column and beam-to-beam framing situations.
(beam, single-plate shear connection, to a beam or column)
(" Input connection type " = ' Shear ' or ' Auto standard ' or ' User defined ')
(" Material type " = ' Plate ')
(" Moment type " = ' Non-moment ' or ' Bolted ' or ' Welded ')
" Shear Tab "

" Tab Clips and Copes "
( cuts made to a shear plate )

Related locks :

Shear Tee (W tee)
Stability Plate (to column web)
Shear Tab (vertical brace)
Shear Thru Plate On [#} [#]

Top/Btm Moment Plate
Top/Btm Moment Angle
Column Web Doublers
Column Flange Stiffeners

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Connection design locks :

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

  Shear Tab

Shear plate

Top of plate ( top ):

Plate length ( length ):

Plate width ( width ):

Plate thickness ( not depicted ):

Width of stiffener opposite ( not depicted ):

Relative rotation ( not depicted ):

Bolts

Bolt diameter ( not depicted ):

Hole type ( not depicted ):

Rows:

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

Vertical hole spacing ( vert spc ):

VIDEO In a full-featured SDS2 program, hole spacing can be typed to locked " Vertical hole spacing " fields found in leaves named " Shear Tab " " Bent Plate " " End Plate " and " NS/FS Clip ." (Recorded in SDS2 Detailing , v2016.)

Vertical edge distance ( ved ):

Columns:

Beam edge distance ( 1st ):

Horizontal hole spacing ( hsp ):

Horizontal edge distance ( hed ):

Welds

Note: The primary and secondary welds specified here also apply to the stiffener opposite (if you have one).

VIDEO Welds at skewed single-plate shear connections are applied per Table 10-14C on pages 10-176 and 10-177 of the AISC 14th Edition . (Recorded in SDS2 Detailing , v2016.)

NS primary weld type:

NS primary weld size ( weld ):

FS primary weld type:

FS primary weld size ( weld ):

Secondary weld type:

Secondary weld size ( weld ):

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  Tab Clips and Copes

Plate fixed end

( the fixed end is the end of the shear plate that welds to the supporting member )

Top cut depth ( tc depth ):

Top cut length ( tc length ):

Bottom cut depth ( bc depth ):

Bottom cut length ( bc length ):

Plate free end

( the free end is the end of the shear plate that is opposite to the fixed end )

Top cut depth ( tc depth ):

Top cut length ( tc len ):

Bottom cut depth ( bc depth ):

Bottom cut length ( len ):

Tab depth:

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