andriver
Civil/Environmental
- Apr 29, 2015
- 154
I designed some steel girders... The way the fabrication shop "nested" the flanges on the steel plate, was so that it was skewed and not orientated with the grain of the plate. The flanges were skewed approximately 14 deg from horizontal - direction of the grain. My boss is currently out on PTO so I am just trying to do some research in the meantime to determine if this will be a problem. The girder will be loaded in bending so one flange will be in tension and the other in compression. I wanted to place this in the materials forum but noticed how little activity there is on it. Any thoughts in the meantime are appreciated.
Edit: Material is high grade steel - API 2H GR50
Edit: Material is high grade steel - API 2H GR50