$# LS-DYNA Keyword file created by LS-PrePost(R) V4.6.1 - 04Dec2018
$# Created on Dec-31-2018 (12:08:57)
*KEYWORD MEMORY=25000000
*TITLE
$#                                                                         title
Beam Tutorial
*CONTROL_TERMINATION
$#  endtim    endcyc     dtmin    endeng    endmas     nosol
*DATABASE_BNDOUT
$#      dt    binary      lcur     ioopt
*DATABASE_ELOUT
$#      dt    binary      lcur     ioopt   option1   option2   option3   option4
*DATABASE_SECFORC
$#      dt    binary      lcur     ioopt
*DATABASE_SPCFORC
$#      dt    binary      lcur     ioopt
*DATABASE_EXTENT_BINARY
$#   neiph     neips    maxint    strflg    sigflg    epsflg    rltflg    engflg
$#  cmpflg    ieverp    beamip     dcomp      shge     stssz    n3thdt   ialemat
$# nintsld   pkp_sen      sclp     hydro     msscl     therm    intout    nodout
$#    dtdt    resplt     neipb     quadr     cubic
*DATABASE_HISTORY_NODE
$#     id1       id2       id3       id4       id5       id6       id7       id8
*DATABASE_HISTORY_SHELL
$#     id1       id2       id3       id4       id5       id6       id7       id8
*BOUNDARY_PRESCRIBED_MOTION_SET
$#    nsid       dof       vad      lcid        sf       vid     death     birth
*BOUNDARY_SPC_SET_ID
$#      id                                                               heading
         1Fixed end
$#    nsid       cid      dofx      dofy      dofz     dofrx     dofry     dofrz
*SET_NODE_LIST_TITLE
NODESET(SPC) 4
$#     sid       da1       da2       da3       da4    solver
         4       0.0       0.0       0.0       0.0MECH
$#    nid1      nid2      nid3      nid4      nid5      nid6      nid7      nid8
*BOUNDARY_SPC_SET_ID
$#      id                                                               heading
         2Free end
$#    nsid       cid      dofx      dofy      dofz     dofrx     dofry     dofrz
*SET_NODE_LIST_TITLE
NODESET(SPC) 5
$#     sid       da1       da2       da3       da4    solver
         5       0.0       0.0       0.0       0.0MECH
$#    nid1      nid2      nid3      nid4      nid5      nid6      nid7      nid8
*DEFINE_CURVE
$#    lcid      sidr       sfa       sfo      offa      offo    dattyp     lcint
$#                a1                  o1
*INTEGRATION_SHELL
$#    irid       nip      esop   failopt
$#       s        wf       pid
*SET_NODE_LIST_TITLE
NODESET(SPC) 1
$#     sid       da1       da2       da3       da4    solver
         1       0.0       0.0       0.0       0.0MECH
$#    nid1      nid2      nid3      nid4      nid5      nid6      nid7      nid8
*SET_NODE_LIST
$#     sid       da1       da2       da3       da4    solver
         2       0.0       0.0       0.0       0.0MECH
$#    nid1      nid2      nid3      nid4      nid5      nid6      nid7      nid8
*SET_NODE_LIST_TITLE
Loads
$#     sid       da1       da2       da3       da4    solver
         3       0.0       0.0       0.0       0.0MECH
$#    nid1      nid2      nid3      nid4      nid5      nid6      nid7      nid8
*SET_NODE_LIST_TITLE
Load rigid body 6
$#     sid       da1       da2       da3       da4    solver
         6       0.0       0.0       0.0       0.0MECH
$#    nid1      nid2      nid3      nid4      nid5      nid6      nid7      nid8
*SET_NODE_LIST
$#     sid       da1       da2       da3       da4    solver
         7       0.0       0.0       0.0       0.0MECH
$#    nid1      nid2      nid3      nid4      nid5      nid6      nid7      nid8
*ELEMENT_SHELL
$#   eid     pid      n1      n2      n3      n4      n5      n6      n7      n8
*NODE
$#   nid               x               y               z      tc      rc
*SECTION_SHELL_TITLE
Section: Used for all lamantes in beam
$#   secid    elform      shrf       nip     propt   qr/irid     icomp     setyp
$#      t1        t2        t3        t4      nloc     marea      idof    edgset
$#      bi        bi        bi        bi        bi        bi        bi        bi
*SECTION_SHELL_TITLE
Section: for metal stiff ends
$#   secid    elform      shrf       nip     propt   qr/irid     icomp     setyp
$#      t1        t2        t3        t4      nloc     marea      idof    edgset
*MAT_COMPOSITE_MATRIX_TITLE
[0/90/90/0]s  laminate
$#     mid        ro
$#     c11       c12       c22       c13       c23       c33       c14       c24
$#     c34       c44       c15       c25       c35       c45       c55       c16
$#     c26       c36       c46       c56       c66      aopt
$#      xp        yp        zp        a1        a2        a3
$#      v1        v2        v3        d1        d2        d3      beta
*MAT_ELASTIC_TITLE
stiff ends
$#     mid        ro         e        pr        da        db  not used
*PART
$#                                                                         title
$#     pid     secid       mid     eosid      hgid      grav    adpopt      tmid
*PART
$#                                                                         title
$#     pid     secid       mid     eosid      hgid      grav    adpopt      tmid
*PART
$#                                                                         title
$#     pid     secid       mid     eosid      hgid      grav    adpopt      tmid
*PART
$#                                                                         title
ends
$#     pid     secid       mid     eosid      hgid      grav    adpopt      tmid
*PERTURBATION_NODE
$#    type      nsid       scl       cmp    icoord       cid
$#    ampl       xwl      xoff       ywl      yoff       zwl      zoff
*END