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Re: SAP SHELL DESIGN / Steel factory

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You are both wrong:

http://www.youtube.com/watch?v=0A9pGhwQbS0

Sorry.


----- Original Message ----- From: "Christopher Wright" <chrisw(--nospam--at)skypoint.com>
To: <seaint(--nospam--at)seaint.org>
Sent: Tuesday, May 22, 2007 7:47 PM
Subject: Re: SAP SHELL DESIGN / Steel factory


On May 22, 2007, at 5:35 PM, hossein mardanlo wrote:

Yes, we can not except softwares to think instead of us, but we can learn them to do design calculations for us.
The difference between that and design is that you need a design of sorts to perform the calculations on. COmputers can do analysis, and tell you if a particular section meets AISC criteria, but it won't pick a suitable section. Or detail the connections and bracing. With some FEA Codes you can 'optimize' a detail for one or two criteria, so you can come up with a minimum thickness for a flat head on a cylindrical pressure vessel, but FEA won't tell you why a flat head is such a rotten idea.


Christopher Wright P.E.    |"They couldn't hit an elephant at
chrisw(--nospam--at)skypoint.com       | this distance"   (last words of Gen.
____________________| John Sedgwick, Spotsylvania 1864)
http://www.skypoint.com/~chrisw


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