x

Reduced Input

*Node and *Element Cards are removed.
```  *KEYWORD
*TITLE
Sliding Block
\$
\$  LSTC Example
\$
\$
\$  Units: lbf-s2/in, in, s, lbf, psi, lbf-in
\$
\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$
\$
\$\$\$\$  Control Ouput
\$
\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$
\$
\$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
\$
*CONTROL_TERMINATION
\$   endtim    endcyc     dtmin    endneg    endmas
1.000E-02
\$
*DATABASE_BINARY_D3PLOT
\$       dt      lcdt
5.000E-04
\$
\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$
\$
\$\$\$\$  Define Parts and Materials
\$
\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$
\$
\$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
\$
*PART
\$      pid       sid       mid     eosid      hgid    adpopt
block
1         1         1
plate
2         2         2
\$
\$
*MAT_RIGID
\$      mid        ro         e        pr         n    couple         m     alias
1  7.85e-04 30.00e+06     0.300
\$
\$      cmo      con1      con2
-1.0       1.0    100111
\$
\$   lco/a1        a2        a3        v1        v2       v3
1.0
\$
*DEFINE_COORDINATE_VECTOR
\$      cid        xt        yt        zt        xh        yh        zh
1 1.000E+00 0.000E+00 1.000E+00 0.000E+00 0.000E+00 1.000E+00
\$
*MAT_ELASTIC
\$      mid        ro         e        pr        da        db         k
2  7.85e-04 30.00e+06     0.300
\$
\$
*SECTION_SOLID
\$      sid    elform
1         0
\$
*SECTION_SHELL
\$      sid    elform      shrf       nip     propt   qr/irid     icomp
2
\$       t1        t2        t3        t4      nloc
1.0       1.0       1.0       1.0
\$
\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$
\$
\$
\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$
\$
\$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
\$
\$     lcid        sf        at        n1        n2        n3        n4
1 1.000E+00 0.000E+00        53        49        50        54
1 1.000E+00 0.000E+00        57        53        54        58
1 1.000E+00 0.000E+00        61        57        58        62
1 1.000E+00 0.000E+00        54        50        51        55
1 1.000E+00 0.000E+00        58        54        55        59
1 1.000E+00 0.000E+00        62        58        59        63
1 1.000E+00 0.000E+00        55        51        52        56
1 1.000E+00 0.000E+00        59        55        56        60
1 1.000E+00 0.000E+00        63        59        60        64
\$
*DEFINE_CURVE
\$     lcid      sidr      scla      sclo      offa      offo
1
\$           abscissa            ordinate
0.000E+00           1.000E+02
1.000E-02           1.000E+02
\$
\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$
\$
\$\$\$\$  Define Nodes and Elements
\$
\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$
\$
\$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
\$
\$
*END```