Jun 29, 2011 #1 Gillespie Structural Joined Aug 3, 2009 Messages 26 Location US The 2007 CBC (2006 IBC) had a table with which you would reduce the allowable shear ratio if the aspect ratio is greater than 2. Does it still exist somewhere and I couldn't find where the limitting aspect ratios are.
The 2007 CBC (2006 IBC) had a table with which you would reduce the allowable shear ratio if the aspect ratio is greater than 2. Does it still exist somewhere and I couldn't find where the limitting aspect ratios are.
Jun 30, 2011 #2 msquared48 Structural Joined Aug 7, 2007 Messages 14,745 Location US In the 2006 IBC, the limitations are shown in Table 2305.3.4, Note a. Don't have the current CBC or 2010 IBC. Mike McCann MMC Engineering Upvote 0 Downvote
In the 2006 IBC, the limitations are shown in Table 2305.3.4, Note a. Don't have the current CBC or 2010 IBC. Mike McCann MMC Engineering
Jun 30, 2011 Thread starter #3 Gillespie Structural Joined Aug 3, 2009 Messages 26 Location US That section has been dropped. I only found an analysis for perforated shear walls in the wood NDS SDPWS-2005 Table 4.3.3.4. I remember being at a SEAOC seminar and remember hearing the aspect ratios have increased, but I can't seem to find a code reference. 2010 CBC is available online. Mike have you retired to fishing and giving great posts to this site? Upvote 0 Downvote
That section has been dropped. I only found an analysis for perforated shear walls in the wood NDS SDPWS-2005 Table 4.3.3.4. I remember being at a SEAOC seminar and remember hearing the aspect ratios have increased, but I can't seem to find a code reference. 2010 CBC is available online. Mike have you retired to fishing and giving great posts to this site?
Jun 30, 2011 Thread starter #4 Gillespie Structural Joined Aug 3, 2009 Messages 26 Location US By the way I found it. That thing called 'reading' really works. Section 4.3.4 of SDPWS does the trick. Upvote 0 Downvote
By the way I found it. That thing called 'reading' really works. Section 4.3.4 of SDPWS does the trick.
Jun 30, 2011 #5 msquared48 Structural Joined Aug 7, 2007 Messages 14,745 Location US No, I have not retired, but I am getting ready to move soon, and most of my references are packed up. Mike McCann MMC Engineering Upvote 0 Downvote
No, I have not retired, but I am getting ready to move soon, and most of my references are packed up. Mike McCann MMC Engineering