y32k
Structural
- Jul 4, 2007
- 12
I'm trying to create a linear, nonuniform distributed load over multiple beam elements. When I select multiple elements and a apply the load, I get a saw-tooth pattern. I don't want to have to load each beam individually using the appropriate value based on interpolation. There must be a way to just enter the load at each end of the entire beam and have it automatically load the individual segments. Any help would be appreciated.