Solve CalculiX models online

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**
**   Structure: 1 element under bending.
*HEADING
Model: beam     Date: 10-Mar-1998
*NODE, NSET=Nall
       2,  1.00000e+00,  0.00000e+00,  0.00000e+00 
      10,  5.00000e-01,  0.00000e+00,  0.00000e+00 
      11,  7.50000e-01,  0.00000e+00,  0.00000e+00 
      12,  1.00000e+00,  2.50000e-01,  0.00000e+00 
      13,  1.00000e+00,  5.00000e-01,  0.00000e+00 
      33,  1.00000e+00,  0.00000e+00,  5.00000e-01 
      34,  1.00000e+00,  0.00000e+00,  1.00000e+00 
      93,  5.00000e-01,  2.50000e-01,  0.00000e+00 
      95,  5.00000e-01,  5.00000e-01,  0.00000e+00 
      96,  7.50000e-01,  5.00000e-01,  0.00000e+00 
     103,  5.00000e-01,  0.00000e+00,  5.00000e-01 
     105,  5.00000e-01,  0.00000e+00,  1.00000e+00 
     106,  7.50000e-01,  0.00000e+00,  1.00000e+00 
     132,  1.00000e+00,  5.00000e-01,  5.00000e-01 
     133,  1.00000e+00,  2.50000e-01,  1.00000e+00 
     134,  1.00000e+00,  5.00000e-01,  1.00000e+00 
     219,  5.00000e-01,  5.00000e-01,  5.00000e-01 
     220,  5.00000e-01,  2.50000e-01,  1.00000e+00 
     222,  5.00000e-01,  5.00000e-01,  1.00000e+00 
     223,  7.50000e-01,  5.00000e-01,  1.00000e+00 
*ELEMENT, TYPE=C3D20, ELSET=Eall
     1,    10,     2,    13,    95,   105,    34,   134,   222,    11,    12,
          96,    93,   106,   133,   223,   220,   103,    33,   132,   219
*NSET,NSET=Nfixz 
2, 10, 11, 12, 13, 93, 95, 96
*NSET,NSET=END
34,105,106,133,134,220,222,223
*BOUNDARY
Nfixz,3,3
2,1,2
10,2,2
*MATERIAL,NAME=STEEL
*ELASTIC
  210000.0,        .3
*SOLID SECTION,ELSET=Eall,MATERIAL=STEEL
*STEP
*STATIC
*CLOAD
134,2,100.
222,2,100.
*NODE PRINT,NSET=Nall
U
*EL PRINT,ELSET=Eall
S
*EL FILE
U,S
*END STEP

Scale displacement plots by factor of:
Maximum value of stress in legend bar: