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Re: Modulus of Elasticity for concrete[Subject Prev][Subject Next][Thread Prev][Thread Next]
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- Subject: Re: Modulus of Elasticity for concrete
- From: nma <nma(--nospam--at)nma-se.com>
- Date: Sun, 07 Jun 2015 14:46:07 -0700
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Prior to the adoption of that method (I think), Ec = 1000f'c - from my Elementary Structural Analysis and Design text book (1942) by Grinter - course taken 1953. And prior to that Hool and Johnson in their Concrete Engineers' Handbook (1918) had a variety of modulus on page 846. (1923 edition). This little research project is kind of interesting because this is my fathers this book from that time.
Neil On 6/7/2015 2:26 PM, Thor Tandy wrote:
No issue. I was reviewing some papers being presented at this year's Canadian Association for Earthquake Engineering conference in July and I noted various values for Ec being presented by various submissions.I was interested in what others were using for Ec and received a range of values ... (smile) Thor A. Tandy P.Eng, C.Eng, Struct.Eng, MIStructE, FEC Victoria, BC Canada Email: vicpeng(--nospam--at)telus.net Please consider the environment before printing out this e-mail -----Original Message----- From: seaint-seaosc(--nospam--at)mail-list.com [mailto:seaint-seaosc(--nospam--at)mail-list.com] On Behalf Of nma Sent: June-07-15 2:17 PM To: seaint-seaosc(--nospam--at)mail-list.com Subject: Re: [SEAINT-SEAOSC] Modulus of Elasticity for concrete In fact that is the same formula from Section 1102 of ACI 318-63.
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