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# Reduced Input

*Node and *Element Cards are removed.
```  *KEYWORD
*TITLE
Impulsively Loaded Cap with Shell-Brick Interfaces
\$
\$  LSTC Example
\$
\$
\$   Units: lbf-s^2/in, in, s, lbf, psi, lbf-in
\$
\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$
\$
\$\$\$\$  Control Ouput
\$
\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$
\$
\$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
\$
*CONTROL_TERMINATION
\$   endtim    endcyc     dtmin    endneg    endmas
0.0004
\$
*CONTROL_OUTPUT
\$    npopt    neecho    nrefup    iaccop     opifs    ipnint    ikedit
1         3
\$
*DATABASE_BINARY_D3PLOT
\$       dt      lcdt
0.00001
\$
*DATABASE_BINARY_D3THDT
\$       dt      lcdt
5.000E-07
\$
*DATABASE_EXTENT_BINARY
\$    neiph     neips    maxint    strflg    sigflg    epsflg    rltflg    engflg
1
\$
\$   cmpflg    ieverp    beamip

\$
*DATABASE_ELOUT
\$       dt
5.000E-07
\$
*DATABASE_HISTORY_SHELL
\$      id1       id2       id3       id4       id5       id6       id7       id8
1
\$
*DATABASE_HISTORY_SOLID
\$      id1       id2       id3       id4       id5       id6       id7       id8
1
\$
*DATABASE_GLSTAT
\$       dt
5.000E-07
\$
*DATABASE_NODOUT
\$       dt
5.000E-07
\$
*DATABASE_HISTORY_NODE
\$      id1       id2       id3       id4       id5       id6       id7       id8
1       116       284       361       326
\$
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\$
\$\$\$\$  Constraints
\$
\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$
\$
\$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
\$
\$\$\$\$  Constrain shell nodes on the inner radius of the dome shells
\$\$\$\$  to the outer radius of the dome solids
\$
*CONSTRAINED_SHELL_TO_SOLID
\$      nid      nsid
326         1
\$
*SET_NODE_LIST
\$      sid       da1       da2       da3       da4
1
\$     nid1      nid2      nid3      nid4      nid5      nid6      nid7      nid8
116       158       200       242       284
\$
\$
*CONSTRAINED_SHELL_TO_SOLID
\$      nid      nsid
327         2
\$
*SET_NODE_LIST
\$      sid       da1       da2       da3       da4
2
\$     nid1      nid2      nid3      nid4      nid5      nid6      nid7      nid8
117       159       201       243       285
\$
\$
*CONSTRAINED_SHELL_TO_SOLID
\$      nid      nsid
328         3
\$
*SET_NODE_LIST
\$      sid       da1       da2       da3       da4
3
\$     nid1      nid2      nid3      nid4      nid5      nid6      nid7      nid8
118       160       202       244       286
\$
\$
*CONSTRAINED_SHELL_TO_SOLID
\$      nid      nsid
329         4
\$
*SET_NODE_LIST
\$      sid       da1       da2       da3       da4
4
\$     nid1      nid2      nid3      nid4      nid5      nid6      nid7      nid8
119       161       203       245       287
\$
\$
*CONSTRAINED_SHELL_TO_SOLID
\$      nid      nsid
330         5
\$
*SET_NODE_LIST
\$      sid       da1       da2       da3       da4
5
\$     nid1      nid2      nid3      nid4      nid5      nid6      nid7      nid8
120       162       204       246       288
\$
\$
*CONSTRAINED_SHELL_TO_SOLID
\$      nid      nsid
331         6
\$
*SET_NODE_LIST
\$      sid       da1       da2       da3       da4
6
\$     nid1      nid2      nid3      nid4      nid5      nid6      nid7      nid8
121       163       205       247       289
\$
\$
*CONSTRAINED_SHELL_TO_SOLID
\$      nid      nsid
332         7
*SET_NODE_LIST
\$      sid       da1       da2       da3       da4
7
\$     nid1      nid2      nid3      nid4      nid5      nid6      nid7      nid8
122       164       206       248       290
\$
\$
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\$
\$
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\$
\$\$\$\$  Load 4 segments with pressure at 5,308 psi for 2.0E-04 seconds
\$
\$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
\$
\$     lcid        sf        at        n1        n2        n3        n4
1 1.000E+00 0.000E+00         1         2         4         3
1 1.000E+00 0.000E+00         2         5         7         4
1 1.000E+00 0.000E+00         3         4         8         6
1 1.000E+00 0.000E+00         4         7         9         8
\$
*DEFINE_CURVE
\$     lcid      sidr      scla      sclo      offa      offo
1
\$
\$                  a                   o
0.000E+00           5.308E+04
2.000E-04           5.308E+04
2.010E-04           0.000E+00
1.000E+00           0.000E+00
\$
\$
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\$
\$\$\$\$  Define Parts and Materials
\$
\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$\$
\$
\$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
*PART
\$      pid       sid       mid     eosid      hgid    adpopt
Brick
1         1         1         0         0         0
Brick2
2         1         1         0         0         0
Shell
3         2         1         0         0         0
\$
\$
\$\$\$\$\$\$  Materials
\$
*MAT_ELASTIC
\$      mid        ro         e        pr        da        db
1   2.00e-4  29.00e+6     0.330
\$
\$
\$\$\$\$\$\$  Sections
\$
*SECTION_SOLID
\$      sid    elform
1         0
\$
*SECTION_SHELL
\$      sid    elform      shrf       nip     propt   qr/irid     icomp
2
\$
\$       t1        t2        t3        t4      nloc
1.576E-02 1.576E-02 1.576E-02 1.576E-02
\$
\$
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\$
\$\$\$\$  Define Nodes and Elements
\$
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\$
*END```