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Re: shear lug

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Depending on the space constraints, can you place an embed plate with shear studs, then place the column with plates or angles on 4 sides, welded?  Access hole provided for grout...  Anchor bolts project above.  A lot of coordination, but not impossible.

On Sat, Oct 24, 2009 at 10:11 AM, SGE Structural <sgordin(--nospam--at)sgeconsulting.com> wrote:
Good morning,
 
Need to resist an unfactored shear force of about 38K at the baseplate level, anchor bolts not an option, thinking about embedding an HSS (say, 8x8x1/2).
Any ideas, suggestions, references for shear lug design?
TIA,
 
Steve Gordin, SE
 



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David Topete, SE