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RE: Steel Modulus and Strength

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I think I know the problem.

On 6/20/00, Jim Korff, P.E. wrote:

"I have a BSCE from MIT and a M.Arch from UCBerkeley."

'nuf said.

Regards,

Bill Allen, S.E. (CA #2607)
ALLEN DESIGNS
Laguna Niguel, CA
http://www.AllenDesigns.com 

||-----Original Message-----
||From: Roger Turk [mailto:73527.1356(--nospam--at)compuserve.com]
||Sent: Thursday, July 27, 2000 7:04 AM
||To: seaint(--nospam--at)seaint.org
||Subject: Re: Steel Modulus and Strength
||
||
||The big question in my mind would be why an engineer experienced in 
||structural design and analysis would even ask this question.  
||And if you are 
||not that experienced in structural design and analysis, you 
||shouldn't be 
||dabbling in it.
||
||A. Roger Turk, P.E.(Structural)
||Tucson, Arizona
||
||Jim Korff wrote:
||
||>>Thanks for the clarification.
||
||My original post was only to determine what values to use as 
||defaults for
||the software. I will use 29000ksi, 60ksi and 40ksi.<<
||
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