Matrix Format to Solve [A]{x} = {B}<pre>
    where:   [A] = Stiffness Matrix
             {B} = Right-Hand Side

     Files (ASCII Format) contain:

     K.INFO    :  number of equations and coefficients
     K.DIAG    :  diagonal terms
     K.PTRS    :  number of (off- diagonal) coefficients in each row
     K11.INDXS :  column location of each coefficient
     K11.COEFS :  (off-diagonal) coefficients in row format
     K.RHS     :  Right-Hand Side (Load vector)

6x6 Example (see also <a href="3x3.html">3x3 example</a> with solution)

                1    2    3    4     5     6

          1  | 100   1    2                5  |  | X1 |     | 201 |

          2  |     200    6    7           9  |  | X2 |     | 202 |

          3  |          300   10    11    12  |  | X3 |     | 203 |

      A = 4  |                400   13    14  |  | X4 |  =  | 204 |

          5  |                     500    15  |  | X5 |     | 205 |

          6  |                           600  |  | X6 |     | 206 |


     NUMBER OF EQUATIONS    =  6
     NUMBER OF COEFFICIENTS = 12

     K.INFO    = JUNK,JUNK,JUNK,NEQ,NEQ,NONZT,JUNK,JUNK, JNUK,JUNK
                   0,0,0,6,6,12,0,0,0,0
     K.DIAG    = { 100, 200, 300, 400, 500, 600}
     K.PTRS    = { 3, 3, 3, 2, 1, 0}
     K11.INDXS = { 2, 3, 6,  3, 4, 6,  4, 5, 6,  5, 6,  6}
K11.COEFS = { 1, 2, 5,  6, 7, 9, 10,11,12, 13,14, 15}
     K.RHS     = { 201, 202, 203, 204, 205, 206}
</pre>
</b></span><b>* K.INFO User Options ( 0 is default )</b></p>
<p class="p5"><span class="s3">iprnt&gt;0 </span>Write solutions to file fort.16</p>
<p class="p5"><span class="s3">iplot&gt;0 </span>Plots Matrices (on UNIX computers)</p>
<p class="p5"><span class="s3">isolid&gt;0 </span>Speed solution for solid elements</p>
<p class="p5"><span class="s3">nrhs&gt;1 </span>Number of right-hand sides (RHS) stacked in K.RHS</p>
<p class="p5"><span class="s3">MB=30 </span>Real Memory (MegaBytes) available (PC only)</p>
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