" 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. |
- " Stiffener opposite " is an option for beam-to-beam situations that provides a lock for " Width of stiffener opposite ."
- The " Vertical hole spacing " can be variable spacing ( ).
- The " Plate length " is measured parallel with the supported beam's workline.
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" Shear Tab "
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" Tab Clips and Copes "
( cuts made to a shear plate ) |
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user defined | beam review | top
Connection design locks :
Locks not on the drawing are marked ( not depicted ). |
Shear Tab
Shear plate
Plate thickness ( not depicted ):
Bolts
Bolt diameter ( not depicted ):
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 ):
Note: The primary and secondary welds specified here also apply to the stiffener opposite (if you have one). |
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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 ):
user defined | beam review | top
Tab Clips and Copes
Plate fixed end
( the fixed end is the end of the shear plate that welds to the supporting member )
Plate free end
( the free end is the end of the shear plate that is opposite to the fixed end )