communities.bentley.com/.../Sag-Mill-Foundation-STEADY-STATE.std
The technical reference is pretty lean on the steady state analysis comment (that's being generous to the TR). Is it possible to have loads acting at difference forcing frequencies? My attempt is below but I get an error with respect to double joint loads. Also, is there any plan to clean up some of the typos in the tech ref on steady state, and possibly add some additional instructions on using the command. Finally, I'm also getting the absolute strangest graphs for steady state results that clearly don't line up.
PERFORMSTEADYSTATEANALYSIS
BEGINHARMONICFORCE
FREQUENCYFLO1FHI90NPT2MODAL
HARMONICFORCEDAMP0.01
JOINTLOAD
5461FX5.35FY36FZ6.45
5462FY8.6FZ2.4
2878FY22.1FZ1.35
3286FX5.35FY22.1FZ2.75
AMPLITUDEX
0065.5065.52180.69180.71
AMPLITUDEY
0065.5065.52180.69180.71
AMPLITUDEZ
0065.5065.52180.69180.71
JOINTLOAD
5572FY10.4FZ10.41
5573FY9.1FZ9.1
AMPLITUDEX
003.5903.614.4314.4407.907.9219.7519.760
AMPLITUDEY
003.5903.614.4314.4407.907.9219.7519.760
AMPLITUDEZ
003.5903.614.4314.4407.907.9219.7519.760
PRINTHARMONICDISPLACEMENTLIST287832865461546255725573
