Oct 26, 2010 #1 delagina Structural Sep 18, 2010 1,008 Table 14-3 doesnt seem to be at least 50% capacity.
Oct 27, 2010 #2 connectegr Structural Mar 16, 2010 878 The column splices in Table 14-3 are compression splices. The compression capacity is based on bearing of the "FINISHED" column profiles. The bolted connection shown is intended for erection stability only, not for significant tension force. http://www.FerrellEngineering.com Upvote 0 Downvote
The column splices in Table 14-3 are compression splices. The compression capacity is based on bearing of the "FINISHED" column profiles. The bolted connection shown is intended for erection stability only, not for significant tension force. http://www.FerrellEngineering.com
Oct 27, 2010 Thread starter #3 delagina Structural Sep 18, 2010 1,008 thanks connectegr. Upvote 0 Downvote
