" Shear Tab " connection design locks
A single-plate shear connection can be designed per " Shear Tab " locks for the gusset-to-column interface in a vertical brace-to-beam-&-column framing situation when the beam-to-column connection is a shear plate. The shear plate shop welds to the column and field bolts to the gusset plate, which shop attaches to the beam. On the beam, the shear plates may be set to " Combine... " (not shown). Combined shear plates have only " Vertical to 1st hole " and " Rows " options -- all other options are controlled by connection design locks that are associated with the beam. |
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" Shear Tab "
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" Shear Tab "
(two columns of bolts) |
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user defined | vertical brace review
Connection design locks :
Locks not on the drawing are marked ( not depicted ). For combined shear plates, " Work point ... " and " Rows... " are the only locks shown. |
Shear Tab
(vertical brace to beam & column)
Shear plate
Plate thickness ( not depicted ):
Bolts
Bolt diameter ( not depicted ):
Vertical to 1st hole ( to 1st hole ):
Vertical hole spacing ( vert spacing ):
Vertical edge distance ( vert edge ):
Horizontal to 1st hole ( horz to 1st ):
Primary weld type:
Primary weld size ( weld ):
Secondary weld type:
Secondary weld size ( weld ):