Nov 16, 2016 #1 BSVBD Structural Joined Jul 23, 2015 Messages 463 Location US What's the difference between SAE-Grade-5 ASTM A449 and ASTM A325? Both are Medium Carbon, Quenched and Tempered; Proof Load = 85,000 psi; Tensile Strength = 120,000 psi. Is Grade 5 an acceptable substitution? Thank you!
What's the difference between SAE-Grade-5 ASTM A449 and ASTM A325? Both are Medium Carbon, Quenched and Tempered; Proof Load = 85,000 psi; Tensile Strength = 120,000 psi. Is Grade 5 an acceptable substitution? Thank you!
Nov 16, 2016 #2 CANPRO Structural Joined Nov 4, 2010 Messages 1,110 Location CA http://www.portlandbolt.com/technical/faqs/astm-a325-vs-grade-5-bolts/ Upvote 0 Downvote
Nov 16, 2016 Thread starter #3 BSVBD Structural Joined Jul 23, 2015 Messages 463 Location US CANPRO... Thank you for your reply. After speaking with Portland, the major difference between the two is that the A325 has a 1/8" greater heavy hex head which is critical for the tensile application that i was inquiring about. Thanks again! Upvote 0 Downvote
CANPRO... Thank you for your reply. After speaking with Portland, the major difference between the two is that the A325 has a 1/8" greater heavy hex head which is critical for the tensile application that i was inquiring about. Thanks again!