*heading
 test vuel for 3d uncoupled spring
 dof for the element defined in non-standard way. The ordering is as follows
 [u1,u2,v1,v2,w1,w2,rotx1,rotx2,roty1,roty2,rotz1,rotz2] where 1 & 2 correspond to node number
**needs vuel_springs_3d_jumpDofs.for
*parameter
**
** translation properties
dMass  = 7214.5
dStiff = 1.0521e7
dDamp  = 0.0
**rotational properties
dRotStiff_xx = 1000.0
dRotStiff_yy = 1000.0
dRotStiff_zz = 2000.0
dRotDamp = 1.0
**
ri_xx = 0.1
ri_yy = 0.2
ri_zz = 0.3
ri_xy = 0.04
ri_yz = 0.05
ri_xz = 0.06
**------------------------------------------------
*preprint,echo=yes,model=yes,hist=yes
*NODE,NSET=PR
101,
102,2.
*nset, nset=qa_test_leftnode
 101,
*nset, nset=qa_test_rightnode
 102,
**------------------------------------------------
*USER ELEMENT,NODES=2,TYPE=VU1001,PROPERTIES=14,COORDINATES=3,VARIABLES=18
1
1, 2
1, 3
1, 4
1, 5
1, 6
*ELEMENT,TYPE=VU1001,elset=utruss
1001 , 101,102
*UEL PROPERTY,ELSET=UTRUSS
<dStiff>, <dDamp>, <dMass>,   <dRotStiff_xx>,<dRotStiff_yy>, <dRotStiff_zz>,<dRotDamp>,0.0
<ri_xx>, <ri_yy>, <ri_zz>, <ri_xy>, <ri_yz>, <ri_xz>
**------------------------------------------------
*BOUNDARY
101,1,6
**
*amplitude,name=load,definition=smooth step
0,0,1,1
**------------------------------------------------
*step, nlgeom=yes
*dynamic,explicit,elem
,1.0
*variable mass scaling, elset=utruss,
 type=uniform,frequency=2,dt=1.e-2
*bulk viscosity
0.0,0.0
*CLOAD,amplitude = load
102, 1, 2e6
102, 2, 5e6
102, 3, 6e6
*CLOAD,amplitude = load
102, 4, 500
102, 5, 500
102, 6, 1000
*output,field,var=preselect,num=1
*output, history, freq=1
*node output,nset=PR
u,v,a,rf
*node output, nset=qa_test_leftnode
 RF,
*node output, nset=qa_test_rightnode
 U, V, A
*energy output
*END STEP
**------------------------------------------------