Dec 30, 2016 #1 structSU10 Structural Mar 3, 2011 1,062 Could anyone tell me if the modulus of elasticity for concrete based on the 1947 code is any different than the current formula?
Could anyone tell me if the modulus of elasticity for concrete based on the 1947 code is any different than the current formula?
Dec 30, 2016 2 #2 Ingenuity Structural May 17, 2001 2,373 It was different - see the following - and simple, and the code was only 65 pages too! The above expression for Ec (for use in transformed sections) is the only forumula for Ec in the entire 1947 code. EDIT: If you want a source, and very reasonable cost, of all ACI 318 codes from 1908 to 2005 in digital PDF format this is where you get it: Link Upvote 0 Downvote
It was different - see the following - and simple, and the code was only 65 pages too! The above expression for Ec (for use in transformed sections) is the only forumula for Ec in the entire 1947 code. EDIT: If you want a source, and very reasonable cost, of all ACI 318 codes from 1908 to 2005 in digital PDF format this is where you get it: Link
Dec 30, 2016 Thread starter #3 structSU10 Structural Mar 3, 2011 1,062 Thank you very much for that. For what I needed right now, that is sufficient, but if I need to dig further I will definitely look into that publication. Upvote 0 Downvote
Thank you very much for that. For what I needed right now, that is sufficient, but if I need to dig further I will definitely look into that publication.
