Weld Design - AISC - Weld stress distribution factor
Weld Design - AISC - Weld stress distribution factor
(OP)
To account for weld stress distribution a welded connection can be designed for fpeak or 1.25 x favg.
Where is this stated in AISC. I see it the seismic design manual example problems when using the uniform force method but is this referenced in the the seismic design manual or AISC specification somewhere?
Thanks!
Where is this stated in AISC. I see it the seismic design manual example problems when using the uniform force method but is this referenced in the the seismic design manual or AISC specification somewhere?
Thanks!






RE: Weld Design - AISC - Weld stress distribution factor
RE: Weld Design - AISC - Weld stress distribution factor
EIT
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