Jul 31, 2006 #1 PSL2 Nuclear Joined Jul 31, 2006 Messages 2 Location US Where can I get information on allowable elongation of A490 structural bolting. I have ASTM A490-04a. I have found several sites that have info upto 1-1/2". My situation is for 2" diameter bolts 5'-0" long.
Where can I get information on allowable elongation of A490 structural bolting. I have ASTM A490-04a. I have found several sites that have info upto 1-1/2". My situation is for 2" diameter bolts 5'-0" long.
Jul 31, 2006 #2 Cockroach Mechanical Joined Jan 17, 2003 Messages 1,104 Location US 0.00253 inches to yeild and 0.00321 inches to rupture impending. Kenneth J Hueston, PEng Principal Sturni-Hueston Engineering Inc Edmonton, Alberta Canada Upvote 0 Downvote
0.00253 inches to yeild and 0.00321 inches to rupture impending. Kenneth J Hueston, PEng Principal Sturni-Hueston Engineering Inc Edmonton, Alberta Canada
Jul 31, 2006 #3 Zapster Electrical Joined May 21, 2003 Messages 445 Location US 0.0025" elongation of a 5' long bolt to yeild does not seem correct. Cockroach, what don't I understand. Upvote 0 Downvote
0.0025" elongation of a 5' long bolt to yeild does not seem correct. Cockroach, what don't I understand.
Aug 1, 2006 Thread starter #4 PSL2 Nuclear Joined Jul 31, 2006 Messages 2 Location US I will need to refereence the source in my papres Upvote 0 Downvote