*Heading C3D8 Elements; Static Analysis *Node 1, 10., 0., 5. 2, 6.666667, 0., 5. 3, 3.333333, 0., 5. 4, 0., 0., 5. 5, 10., 0., 2.5 6, 6.666667, 0., 2.5 7, 3.333333, 0., 2.5 8, 0., 0., 2.5 9, 10., 0., 0. 10, 6.666667, 0., 0. 11, 3.333333, 0., 0. 12, 0., 0., 0. 13, 10., 2.5, 5. 14, 6.666667, 2.5, 5. 15, 3.333333, 2.5, 5. 16, 0., 2.5, 5. 17, 10., 2.5, 2.5 18, 6.666667, 2.5, 2.5 19, 3.333333, 2.5, 2.5 20, 0., 2.5, 2.5 21, 10., 2.5, 0. 22, 6.666667, 2.5, 0. 23, 3.333333, 2.5, 0. 24, 0., 2.5, 0. 25, 10., 5., 5. 26, 6.666667, 5., 5. 27, 3.333333, 5., 5. 28, 0., 5., 5. 29, 10., 5., 2.5 30, 6.666667, 5., 2.5 31, 3.333333, 5., 2.5 32, 0., 5., 2.5 33, 10., 5., 0. 34, 6.666667, 5., 0. 35, 3.333333, 5., 0. 36, 0., 5., 0. *Element, type=C3D8 1, 13, 14, 18, 17, 1, 2, 6, 5 2, 14, 15, 19, 18, 2, 3, 7, 6 3, 15, 16, 20, 19, 3, 4, 8, 7 4, 17, 18, 22, 21, 5, 6, 10, 9 5, 18, 19, 23, 22, 6, 7, 11, 10 6, 19, 20, 24, 23, 7, 8, 12, 11 7, 25, 26, 30, 29, 13, 14, 18, 17 8, 26, 27, 31, 30, 14, 15, 19, 18 9, 27, 28, 32, 31, 15, 16, 20, 19 10, 29, 30, 34, 33, 17, 18, 22, 21 11, 30, 31, 35, 34, 18, 19, 23, 22 12, 31, 32, 36, 35, 19, 20, 24, 23 *Elset, elset=I1, generate 1, 12, 1 ** Section: Secn *Solid Section, elset=I1, material=Elas 1., ** ** MATERIALS ** *Material, name=Elas *Density 25., *Elastic 1e+08,0. *step *frequency,eigen=lanc 81, *boundary 1,1,3 4,1,3 9,1,3 12,1,3 21,1,3 25,1,3 28,1,3 33,1,3 36,1,3 *output, field,freq=0 *end step *STEP *substructure generate, type=z1, overwrite, recovery matrix=yes, mass matrix=yes, libr=substr_contact_solid3d_gen *RETAINED NODAL DOFS 1,1,3 4,1,3 9,1,3 12,1,3 21,1,3 25,1,3 28,1,3 33,1,3 36,1,3 *select eigenmodes,generate 1,81,1 *substructure matrix output, stiffness=yes, mass=yes, recovery=yes, output file=user defined, file name=substr_contact_solid3d_gen *END STEP