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RE: shear lug

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We typically use an L or Single plate welded to the bottom of the base plate.  Then design it as a “cantilever beam”.

 

Jason Christensen, S.E.

 

 

From: David Topete [mailto:d.topete73(--nospam--at)gmail.com]
Sent: Monday, October 26, 2009 9:23 AM
To: seaint(--nospam--at)seaint.org
Subject: Re: shear lug

 

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