GBS29X
Structural
- Jun 26, 2015
- 7
Hi:
I am designing repairs for a pedestrian truss bridge. There is a splice at mid span of span 2 (span 2 is 139'-6" long). one of the spliced members is detriorated (diagonal). I want to completely remove the existing spliced diagonal and repalce in-kind. The existing diagonal that is deteriatead is welded at the ends to the top and bottom chords. I am concreted about field welding to the bottom chord as it is a tension member... can anyone offer insight related to field welding in tensions areas?? Please remember this is a pedestrian bridge. I know for PennDOT bridges (vehicle bridges) welding in tension areas is a big NO... What about for my case, should i not specify welding to bottom chord?
Thanks in advance!
I am designing repairs for a pedestrian truss bridge. There is a splice at mid span of span 2 (span 2 is 139'-6" long). one of the spliced members is detriorated (diagonal). I want to completely remove the existing spliced diagonal and repalce in-kind. The existing diagonal that is deteriatead is welded at the ends to the top and bottom chords. I am concreted about field welding to the bottom chord as it is a tension member... can anyone offer insight related to field welding in tensions areas?? Please remember this is a pedestrian bridge. I know for PennDOT bridges (vehicle bridges) welding in tension areas is a big NO... What about for my case, should i not specify welding to bottom chord?
Thanks in advance!