Allowable Story Drift
Allowable Story Drift
(OP)
What is the maximum allowable story drift per AISC? Which section of AISC 13ed Manual talks about it? I would appreciate your response.
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RE: Allowable Story Drift
Otherwise, for seismic, use the ASCE 7 limits.
RE: Allowable Story Drift
RE: Allowable Story Drift
nutte, do you know if IBC 2006 address this issue?
RE: Allowable Story Drift
RE: Allowable Story Drift
RE: Allowable Story Drift
RE: Allowable Story Drift
See AISC Steel Design Guide Series 3: Servicability Design Considerations for Low Rise Buildings.
RE: Allowable Story Drift
I haven't read it, but it sounds like it might be a good refernce for you.
RE: Allowable Story Drift
RE: Allowable Story Drift
http://www.celes.ictas.vt.edu/Drift/index.htm
It will be a good document when it comes out.
RE: Allowable Story Drift
I was reviewing a draft of a new AISC design guide (on stabilty design of steel structures) that talked a little bit about drift in the appendix. Basically the same stuff that others reported (drift limits will often be based on cladding, et cetera). However, the appendix went on to reference that document.
I interested in the subject and would like to obtain a copy of the article at some point. But, I'm a California guy and don't really have an immediate need for wind drift control.