Jul 1, 2012 #1 WWTEng Structural Joined Nov 2, 2011 Messages 391 Location US 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.
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.
Jul 1, 2012 #2 msquared48 Structural Joined Aug 7, 2007 Messages 14,745 Location US IBC 60 hasn't come out quite yet, so I cannot answer your querstion. Mike McCann MMC Engineering http://mmcengineering.tripod.com Upvote 0 Downvote
IBC 60 hasn't come out quite yet, so I cannot answer your querstion. Mike McCann MMC Engineering http://mmcengineering.tripod.com
Jul 2, 2012 #3 JAE Structural Joined Jun 27, 2000 Messages 15,714 Location US Pretty sure 06 was meant. Upvote 0 Downvote
Jul 2, 2012 Thread starter #4 WWTEng Structural Joined Nov 2, 2011 Messages 391 Location US M^2: It was a Sunday, cut me some slack here Yup, I meant 06. Upvote 0 Downvote
Jul 2, 2012 #5 RockEngineer Structural Joined May 29, 2002 Messages 267 Location US The big changes come with IBC 2012 when ASCE 7-10 is referenced. Very few changes between IBC 2006 & 2009 Upvote 0 Downvote
The big changes come with IBC 2012 when ASCE 7-10 is referenced. Very few changes between IBC 2006 & 2009
Jul 2, 2012 #6 JoshPlumSE Structural Joined Aug 15, 2008 Messages 10,824 Location US There was a supplement to ASCE 7-05 that changed an equation here or there. Look for that supplement! I think those are the only changes. Upvote 0 Downvote
There was a supplement to ASCE 7-05 that changed an equation here or there. Look for that supplement! I think those are the only changes.
Jul 2, 2012 2 #7 woodman88 Structural Joined Oct 23, 2009 Messages 1,020 The attached pdf is from this link http://www.structuremag.org/article.aspx?articleID=933on 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. Upvote 0 Downvote
The attached pdf is from this link http://www.structuremag.org/article.aspx?articleID=933on 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.
Jul 2, 2012 #8 JAE Structural Joined Jun 27, 2000 Messages 15,714 Location US Good link for this post woodman Upvote 0 Downvote
Jul 2, 2012 Thread starter #9 WWTEng Structural Joined Nov 2, 2011 Messages 391 Location US Woodman, thanks. Thats perfect. Upvote 0 Downvote