Need a book? Engineering books recommendations...

Return to index: [Subject] [Thread] [Date] [Author]

Modulus of Elasticity for concrete

[Subject Prev][Subject Next][Thread Prev][Thread Next]
Found these in a recent paper on redundancies

Ec = 14000 sqrt(f´c) kg/cm2 and

Ec = 4400sqrt( f´c) MPa  (Canada “4500”)

Anyone know if these are correct?

Thor

-------------------------------------------------------------------------
Post your message to the list by sending it to: 
   SEAINT-SEAOSC(--nospam--at)mail-list.com.

The email messages sent to the list will be saved in an archive on the World Wide Web.
These archives are located at:
    http://archive.mail-list.com/SEAINT-SEAOSC

To contact the list owner, send your message to:
   SEAINT-SEAOSC-list-owner(--nospam--at)mail-list.com.

Sponsored By: Pacific Structural & Forensic Engineers Group, Inc. (PSFEG)

To unsubscribe, switch to/from digest, get on/off vacation, or change your email address, click here.
<http://cgi.mail-list.com/u?ln=seaint-seaosc&nm=seaintma%40euken.net>