Need a book? Engineering books recommendations...

Return to index: [Subject] [Thread] [Date] [Author]

Re: shear lug

[Subject Prev][Subject Next][Thread Prev][Thread Next]
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)> 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?
Steve Gordin, SE

David Topete, SE