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- To: <seaint(--nospam--at)seaint.org>
- Subject: shear lug
- From: "SGE Structural" <sgordin(--nospam--at)sgeconsulting.com>
- Date: Sat, 24 Oct 2009 10:11:41 -0700
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?
Steve Gordin, SE
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