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Re: S-Frame/P-Frame
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- Subject: Re: S-Frame/P-Frame
- From: ad026(--nospam--at)hwcn.org (Paul Ransom)
- Date: Sat, 1 Oct 2005 14:38:11 -0400
> From: "Gary Hodgson & Associates" <ghodgson(--nospam--at)bellnet.ca> > You might try Soda (Structural Design Optimization > Analysis) from Acronym Software in Waterloo, Ontario. > It works to both Canadian and American codes. It is > cheaper but will do 98% of what I have to face, i.e. > single practitioner. > Gary AND has a nice, compact, member report. AND does deflection design by energy methods. AND otimises the total structure rather than individual members, discretely. AND doesn't hide very much (e.g. not very black box). The manual is about 20 pages. The rest is in your steel design manual and text book. AND provides great customer support. AND permits custom member sections. AND has a ASCII-CSV file import/export. AND fits on two floppies. AND needs a major interface overhaul (interface hasn't changed much since it's original design for Win 3) but is thoroughly useable with a price that you can work off in a day. You gotta love it. -- R. Paul Ransom, P. Eng. Civil/Structural/Project/International Burlington, Ontario, Canada <mailto:ado26(--nospam--at)hwcn.org> <http://www.hwcn.org/~ad026/civil.html> ******* ****** ******* ******** ******* ******* ******* *** * Read list FAQ at: http://www.seaint.org/list_FAQ.asp * * This email was sent to you via Structural Engineers * Association of Southern California (SEAOSC) server. To * subscribe (no fee) or UnSubscribe, please go to: * * http://www.seaint.org/sealist1.asp * * Questions to seaint-ad(--nospam--at)seaint.org. Remember, any email you * send to the list is public domain and may be re-posted * without your permission. Make sure you visit our web * site at: http://www.seaint.org ******* ****** ****** ****** ******* ****** ****** ********
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