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Re: Redundancy Factor

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At what point do you believe that the redundancy factor begins to appear? In 
other words, does it appear in one story, two story or more than two story's 
on the example that you defined. I would tend to think that even on a narrow 
lot, if the structure is less than two stories and the shearwalls are more 
closely spaced (as would be more common in single family residence). 

I guess the conclusion I am hoping to reach is that the redundancy factor is 
more applicable to certain types of structures and less critical for others. 
To define what these structures are by having enough examples may help to 
work out  a simplification of the requirments. For every stage that can be 
simplified, the time to design can become more manageable.


In a message dated 7/29/99 10:32:21 PM Pacific Daylight Time, 
rjbossi(--nospam--at) writes:

<< In San Francisco, because of narrow deep lots (25x120) the redundancy 
factor in
 the short direction will almost always be 1.5.  This type of lot is usually
 occupied by 1-3 dwelling unit buildings of 3-4 stories.  It would be 
 for both new construction and retrofit under the SF Building Code.  In the 
 direction the redundancy factor could not exceed 1 because the side walls, 
on the
 property line and are typically 60'+ long with no openings. >>