SLIP CRITICAL CONNECTION
SLIP CRITICAL CONNECTION
(OP)
Is is possible to obtain a slip critical bolted connection when stainless steel shapes are used? I do not believe this is permissible in the AISC specs.
When was the last time you drove down the highway without seeing a commercial truck hauling goods?
Download nowINTELLIGENT WORK FORUMS
FOR ENGINEERING PROFESSIONALS Come Join Us!Are you an
Engineering professional? Join Eng-Tips Forums!
*Eng-Tips's functionality depends on members receiving e-mail. By joining you are opting in to receive e-mail. Posting GuidelinesJobs |
|
RE: SLIP CRITICAL CONNECTION
Dik
RE: SLIP CRITICAL CONNECTION
http://www.assda.asn.au/asp/index.asp?pgid=18732
There is an Engineering-Tips Forum on "stainless steel for engineers" perhaps you could get more input there.
www.SlideRuleEra.net
RE: SLIP CRITICAL CONNECTION
What will happen if slip critical joint slips? (In old school, we used to call them Friction connections).
The joint will go in bearing. Am I right? The bearing joint will have higher capacity!
Who monitors slip critical joints to ensure that they do not slip?
I always wondered about this. I know we have conditions such as do not paint joint surfaces, tighten bolts to XX% of their tensile capacity, etc.....
Regards,
Regards,
Lutfi