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Re: Effects of the New Code on Wood structures - good or bad?????

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Ben and Lynn,
I can't tell you how frustrated I have been over this. Those on the 
committees and who comprise the board off each of our California Chapters 
knows our positions and has read many in not all of the arguments. 
I am told that they have "taken it under advisment" and have had many hours 
of meetings to discuss our opinions. Still, there is nothing to indicate that 
change is taking place.
I don't think that much will be done until enough engineers write their local 
chapters and voice concerns. Maybe I am impatient and I need to give the 
committee members more time to respond. I only hope that they will use their 
good judgment and discuss these issues openly with us - if only to present us 
with any evidence or materials that we do not presently have and should have. 

I'm interested in any opinons as to how we may get a more direct response 
from those seismology members (or wood sub-committee members).


In a message dated 7/24/99 4:01:31 PM Pacific Daylight Time, Byainc(--nospam--at) 

<< I do, however, want to clarify that I am not claiming that no wood framed 
 building suffered serious damage in Northridge. I, along with many others, 
 witnessed considerable damage (may be not life safety) to wood buildings. 
 However, the 97 UBC, in my opinion, tried to address many of these issues 
 properly. The Reduced H/W ratio of 2:1 for shear wall was an excellent 
 change. Other requirements such as increased bolt size and 3x framing 
 at certain locations were good steps. And some general requirements for all 
 buildings, such as the inclusion of redundancy coefficients were major 
 accomplishments. But all those are being overshadowed by this puny of an 
 issue on diaphragms, and the 97 UBC is not getting the credit it needs for 
 least trying to address many real issues.
 Ben Yousefi, SE
 San Jose, CA >>