result.txt

有限元计算,可以计算一型梁单元的软件. 我们可以共同提高

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                   Joint Displacements
       Joint No.       X Translation       Y Translation
           1          2.349e-009         -1.219e-009
           2          3.389e-009          9.445e-010
           3          1.208e-009         -1.052e-009
           4         -1.304e-011          5.706e-010
           5         -1.206e-009         -1.024e-009
           6         -3.422e-009          9.444e-010
           7         -2.305e-009         -1.165e-009
           8          4.166e-006         -3.783e-006
           9          1.289e-006         -3.316e-006
          10         -1.281e-006         -3.299e-006
          11         -4.149e-006         -3.726e-006
          12          7.276e-006         -1.142e-005
          13          4.783e-006         -1.134e-005
          14          2.417e-006         -1.134e-005
          15          1.508e-008         -1.128e-005
          16         -2.387e-006         -1.132e-005
          17         -4.756e-006         -1.131e-005
          18         -7.253e-006         -1.138e-005
          19          9.518e-006         -2.261e-005
          20          3.121e-006         -2.237e-005
          21         -3.078e-006         -2.235e-005
          22         -9.474e-006         -2.256e-005
          23          1.099e-005         -3.578e-005
          24          7.299e-006         -3.574e-005
          25          3.661e-006         -3.572e-005
          26          2.954e-008         -3.570e-005
          27         -3.602e-006         -3.570e-005
          28         -7.241e-006         -3.571e-005
          29         -1.093e-005         -3.573e-005
          30          1.191e-005         -5.047e-005
          31          3.957e-006         -5.036e-005
          32         -3.883e-006         -5.035e-005
          33         -1.183e-005         -5.042e-005
          34          1.237e-005         -6.582e-005
          35          8.238e-006         -6.581e-005
          36          4.141e-006         -6.581e-005
          37          4.492e-008         -6.579e-005
          38         -4.052e-006         -6.579e-005
          39         -8.148e-006         -6.578e-005
          40         -1.228e-005         -6.577e-005
          41          1.255e-005         -8.152e-005
          42          4.205e-006         -8.147e-005
          43         -4.099e-006         -8.145e-005
          44         -1.244e-005         -8.147e-005
          45          1.256e-005         -9.717e-005
          46          8.406e-006         -9.718e-005
          47          4.240e-006         -9.718e-005
          48          6.032e-008         -9.717e-005
          49         -4.119e-006         -9.716e-005
          50         -8.285e-006         -9.714e-005
          51         -1.244e-005         -9.713e-005
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Stress of Joint1
   Joint No.     Normal Stress X     Normal Stress Y     Shear Stress XY
         1          3.867e+003          5.295e+002         -4.128e+002
         2          2.452e+003          1.883e+002         -2.664e+002
         3          1.100e+003          5.962e+001         -1.776e+002
         4         -2.178e+000         -9.121e+000         -2.311e+002