I have read a few threads that have discussed research findings from the Ohio Highway Department that do not require end bearing caps to be welded onto H-piles. Where would someone be able to find this research and has anyone had any issues with scraping the end bearing cap plates on H-piles...
Hello,
I'm modeling a simple steel beam in Abaqus 6.7-1 for catenary action analysis. The beam is symmetrically loaded with 6 concentrated framed-in beam loads, it's own dead load, and a large midspan concentrated load. I'm using a RIKS analysis for only the midspan load. I broke the...
