IBC 06 vs IBC 09-Seismic & Wind load changes
IBC 06 vs IBC 09-Seismic & Wind load changes
(OP)
Are there any differences between 60 & 09 IBC codes for lateral loads? Since they both refer to ASCE 7-05, I think there shouldn't be any difference.






RE: IBC 06 vs IBC 09-Seismic & Wind load changes
Mike McCann
MMC Engineering
http://mmcengineering.tripod.com
RE: IBC 06 vs IBC 09-Seismic & Wind load changes
RE: IBC 06 vs IBC 09-Seismic & Wind load changes
Yup, I meant 06.
RE: IBC 06 vs IBC 09-Seismic & Wind load changes
RE: IBC 06 vs IBC 09-Seismic & Wind load changes
RE: IBC 06 vs IBC 09-Seismic & Wind load changes
on the 2006 to 2009 IBC updates.
Garth Dreger PE - AZ Phoenix area
As EOR's we should take the responsibility to design our structures to support the components we allow in our design per that industry standards.
RE: IBC 06 vs IBC 09-Seismic & Wind load changes
RE: IBC 06 vs IBC 09-Seismic & Wind load changes