Mar 1, 2007 #1 ars001 Structural Aug 21, 2006 83 I've had a brain fart this morning.... Is it still assumed for beam lateral bracing that it must resist atleast 2% of the vertical load?
I've had a brain fart this morning.... Is it still assumed for beam lateral bracing that it must resist atleast 2% of the vertical load?
Mar 1, 2007 1 #2 whyun Structural Aug 14, 2002 972 See 2005 AISC Specifications Appendix 6. It is on page 249 of the pdf file. http://www.aisc.org/Template.cfm?Se...Management/ContentDisplay.cfm&ContentID=27871 Upvote 0 Downvote
See 2005 AISC Specifications Appendix 6. It is on page 249 of the pdf file. http://www.aisc.org/Template.cfm?Se...Management/ContentDisplay.cfm&ContentID=27871
