Shindey
Geotechnical
- Dec 29, 2010
- 39
Hi All,
I know of only one way of affecting the load combinations . Accomplished by
running each step as linear perturbation and then applying combinations in visualization mode.
Create field outputs from frames.
Is there any simpler way, other than the one described above?
Rgds
Shindey
I know of only one way of affecting the load combinations . Accomplished by
running each step as linear perturbation and then applying combinations in visualization mode.
Create field outputs from frames.
Is there any simpler way, other than the one described above?
Rgds
Shindey