*heading
2-D coriollis test for CPE8
Analytical solution: Coriolis RF = 12.57  PRF = +/- 90
                  Displacemnt RF = 39.98  PRF = 170.96
*node,nset=nall
1,0
2,1
3,1,1
4,0,1
5,0.5
6,1,0.5
7,0.5,1.0
8,0.0,0.5
*element,type=cpe8,elset=one
1,1,2,3,4,5,6,7,8
*solid section,elset=one,material=elas
1.0, 
*material,name=elas
*elastic
1000,0.3
*density
1.0, 
*damping,alpha=1.
*step,perturbation,unsymm=yes
*steady state dynamics,direct
1,
*load case,name=case-1 
*boundary,op=new
nall,1,1,1
nall,2,2
*end load case
*load case,name=case-2
*dload,op=new
one,corio,1,.5,-10,0,0,0,1
*boundary,op=new
nall,1,1,1
nall,2,2
*end load case
*load case,name=case-3
*boundary,op=new
nall,1,1
nall,2,2,1
*end load case
*load case,name=case-4
*dload,op=new
one,corio,1,.5,-10,0,0,0,1
*boundary,op=new
nall,1,1
nall,2,2,1
*end load case
*node print
u,pu
v, 
*node print,tot=yes
rf,prf
*el print,f=0
*output,field
rf,prf
*end step