Jul 9, 2021 #1 OSUCivlEng Civil/Environmental Joined Jan 12, 2009 Messages 275 Location US I am trying to find more information about anchored end span bridges. If anyone could point me to any articles about these types of bridges I would appreciate it. Thanks
I am trying to find more information about anchored end span bridges. If anyone could point me to any articles about these types of bridges I would appreciate it. Thanks
Jul 9, 2021 #2 3Fan Structural Joined Dec 21, 2005 Messages 78 Location US Here's an article about a local bridge that has anchored end spans. Is this the type of bridge you are referring to? http://www.aspirebridge.com/magazine/2013Spring/DodridgeStreetBridge.pdf There have been a few more done around here that I have plans for. Upvote 0 Downvote
Here's an article about a local bridge that has anchored end spans. Is this the type of bridge you are referring to? http://www.aspirebridge.com/magazine/2013Spring/DodridgeStreetBridge.pdf There have been a few more done around here that I have plans for.
Jul 9, 2021 Thread starter #3 OSUCivlEng Civil/Environmental Joined Jan 12, 2009 Messages 275 Location US Thanks. I found that article and another steel bridge that won an award in Ohio and another one in Florida. I am mainly interested how the end spans are anchored and the details associated with the anchorage and abutments. Upvote 0 Downvote
Thanks. I found that article and another steel bridge that won an award in Ohio and another one in Florida. I am mainly interested how the end spans are anchored and the details associated with the anchorage and abutments.
Jul 9, 2021 #4 BridgeSmith Structural Joined May 22, 2009 Messages 5,100 Location US We've done a few steel girder bridges where we had uplift at the abutments resisted by piles cast in drilled shafts. Were you interested in the tie-downs between the girders and abutment cap, or the geotechnical resistance? Rod Smith, P.E., The artist formerly known as HotRod10 Upvote 0 Downvote
We've done a few steel girder bridges where we had uplift at the abutments resisted by piles cast in drilled shafts. Were you interested in the tie-downs between the girders and abutment cap, or the geotechnical resistance? Rod Smith, P.E., The artist formerly known as HotRod10
Jul 16, 2021 #5 yakpol Structural Joined Jun 1, 2001 Messages 450 Location CA Seems like ages ago we designed a 270' concrete bridge tied down at abutments. Link Let me know if you are interested in the plans. Yakpol Upvote 0 Downvote
Seems like ages ago we designed a 270' concrete bridge tied down at abutments. Link Let me know if you are interested in the plans. Yakpol