finish
/clear,start
resume,ea_mesh,db
/out,ea_sol_modal,out
/prep7
tstart
/pbc,all, ,0
parm_val,'mir_supt','f_bend','f_bend'
parm_val,'mir_supt','EXTD2','extd2'
parm_val,'mir_supt','EXTD3','extd3'
parm_val,'mir_supt','EXTD5','extd5'
parm_val,'mir_supt','L18','l18'
parm_val,'mir_supt','D1','d1'
*if,f_bend,eq,1,then
csys,CSm_res1
d,node(0,0,extd2-extd3),all
csys,CSm_trq1
d,node(0,0,extd5+l18/2),ux,,,,,uy
rigid,rotz
*else
csys,CSm_trq1
asel,s,loc,z,1.05*extd5,.95*(l18+extd5)
asel,r,loc,x,0,d1/2
da,all,all,0,1
alls
csys,CSm_res1
parm_val,'mir_supt','EXTD4','extd4'
parm_val,'mir_supt','TSIDE','tside'
parm_val,'mir_supt','DOS','bRadius'
bRadius=bRadius/2
nsel,s,loc,z,tside,tside+extd4
nsel,r,loc,x,bRadius
nrot,all
d,all,ux
alls
*endif
*get,ncnt,node,0,count
*msg,info,ncnt,ncnt*3
There are %G nodes and %G degrees of freedom in this model
/PBC,ALL, ,1
aplot
FINISH
/config,fsplit,250
/solu
antype,2
modopt,subsp,3,10,2000
mxpand,4
lumpm,on
eqslv,pcg,1E-6
solve
tstop
finish
/post1
rsys,CSm_res1
/title,Elevation Axis Assy - Modal Analysis
/out
:skip