Need a book? Engineering books recommendations...

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

shear lug

[Subject Prev][Subject Next][Thread Prev][Thread Next]
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