Fabrication tolerances for AISC structural shop
Fabrication tolerances for AISC structural shop
(OP)
I've been scouring the 14th S.C.M. for shop fabrication dimensional tolerances. Specifically: parts/cut length, hole center-to-center, end plate/base plate "squareness", etc.
So far all I can find is hole center to edge distance (Table J3.4 in the Spec. for Struct. Steel Buildings) and "member" (beam? column?)overall length at 6.4.1 in the "Code of Standard Practice".
Can anybody point me in the right direction?
Thanks,
Jeff Stankiewicz, CWI/CWS
QA/QC Manager
Brooklyn Iron Works
Spokane, WA
So far all I can find is hole center to edge distance (Table J3.4 in the Spec. for Struct. Steel Buildings) and "member" (beam? column?)overall length at 6.4.1 in the "Code of Standard Practice".
Can anybody point me in the right direction?
Thanks,
Jeff Stankiewicz, CWI/CWS
QA/QC Manager
Brooklyn Iron Works
Spokane, WA





RE: Fabrication tolerances for AISC structural shop
Dave
Thaidavid
RE: Fabrication tolerances for AISC structural shop
Nearly all men can stand adversity, but if you want to test a man's character, give him power. Abraham Lincoln
RE: Fabrication tolerances for AISC structural shop
https://global.ihs.com/doc_detail.cfm?item_s_key=0...
http://www.techstreet.com/standards/designing-with...
Also now in AU we have AS/NZS5131:
https://infostore.saiglobal.com/store/details.aspx...
Also BS 5950 provides guidance.