Feb 16, 2013 #1 X-Wing Civil/Environmental Joined Sep 26, 2012 Messages 71 Location PH Direct to the point: Fixed or Pinned? Which is better? Also, even though that it is "fixed" in the plans, it is okay to model also as pinned and get whichever is higher in results? Thanks!
Direct to the point: Fixed or Pinned? Which is better? Also, even though that it is "fixed" in the plans, it is okay to model also as pinned and get whichever is higher in results? Thanks!
Feb 16, 2013 #2 amec2004 New member Joined May 18, 2004 Messages 161 Location CA One side PIN ONE side ROLLER anchor bolt design per ACI 318-11 crane beam design http://www.civilbay.com Upvote 0 Downvote
One side PIN ONE side ROLLER anchor bolt design per ACI 318-11 crane beam design http://www.civilbay.com
Feb 17, 2013 #3 bridgebuster Active member Joined Jun 27, 1999 Messages 3,970 Location US What are you fixing and what are you pinning? It's not clear what you are trying to accomplish. Upvote 0 Downvote
Feb 17, 2013 Thread starter #4 X-Wing Civil/Environmental Joined Sep 26, 2012 Messages 71 Location PH The supports at the abutments. The supports we used in the bottom of the piers are fixed support. Upvote 0 Downvote
Feb 18, 2013 #5 bridgebuster Active member Joined Jun 27, 1999 Messages 3,970 Location US It's getting clearer but....how many spans? length? are the piers integral with the superstructure, is that why they're fixed at the base? How about posting an elevation view of the bridge? Upvote 0 Downvote
It's getting clearer but....how many spans? length? are the piers integral with the superstructure, is that why they're fixed at the base? How about posting an elevation view of the bridge?
Feb 18, 2013 #6 MiketheEngineer Structural Joined Sep 7, 2005 Messages 4,654 Location US Agree wih AMEC Upvote 0 Downvote