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Re: '97 UBC - R values for structures with Pendulums
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- Subject: Re: '97 UBC - R values for structures with Pendulums
- From: "Greg Smith" <strusup(--nospam--at)gte.net>
- Date: Sun, 4 Jul 1999 10:49:02 -0500
Also an earthquake can act in any of 180 degree direction. -----Original Message----- From: Seaintonln(--nospam--at)aol.com <Seaintonln(--nospam--at)aol.com> To: seaint(--nospam--at)seaint.org <seaint(--nospam--at)seaint.org> Date: Sunday, July 04, 1999 2:52 AM Subject: Re: '97 UBC - R values for structures with Pendulums >Andy, >This was why I sent you the breakdown. I too have seen very few rectangular >residential custom homes. This has been my biggest complaint on the design >examples. They provide very basic examples and ignore the type of geometry >that we deal with daily like "U" shaped and "V" shaped or polygonal. What >about those strucutres where the shearwalls are set at 45degrees to one >another? >The problem is that the design examples are simply not practicle for >practicing engineers who have to be creative. > >Regards, >dennis > >In a message dated 7/3/99 7:35:32 PM Pacific Daylight Time, NDZ28(--nospam--at)aol.com >writes: > ><< > Dennis, thanks for your reply. However, it's been a very long time since I > have seen a rectangular two story residence. Unfortunately most of my > architects in the Los Angeles area, are getting very 'creative' with their > building shapes. That's why I was hoping to see several problems covering > wood framed buildings, including at least one fully worked out problem of an > irregular shaped two story home, with calculations for the irregularities, > deflections, rigid/flexible diaphragm, etc., etc. Any idea when Volume II is > released? Dennis thanks for all the work you've been doing. It is really > appreciated. > > Andy >> >
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