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📄 datao1.txt

📁 该程序是按照矩阵位移法的后处理法的基本原理和分析过程
💻 TXT
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 **********************************************************************



INTERNAL DATA

NUMBER OF NODES          :      29 
NUMBER OF ELEMENTS       :      63 
NUMBER OF LOADED NODES   :      25 
NUMBER OF SUPPORT NODES  :      9 
MODULUS OF ELASTICITY    :      206000000 

NODAL COORDINATES
       NODE      X        Y
        01        22.4     13.2 
        02        22.4     9.9 
        03        22.4     6.6 
        04        22.4     3.3 
        05        22.4     0 
        06        19.2     13.2 
        07        19.2     9.9 
        08        19.2     6.6 
        09        19.2     3.3 
        10        19.2     0 
        11        16       9.9 
        12        16       6.6 
        13        16       3.3 
        14        16       0 
        15        12.8     13.2 
        16        12.8     9.9 
        17        12.8     6.6 
        18        12.8     3.3 
        19        12.8     0 
        20        6.4      13.2 
        21        6.4      9.9 
        22        6.4      6.6 
        23        6.4      3.3 
        24        6.4      0 
        25        0        13.2 
        26        0        9.9 
        27        0        6.6 
        28        0        3.3 
        29        0        0 

 ELEMENT CONNECTIVITY AND PROPERTIES
    ELEMENT    START NODE    END NODE     AREA
     01             1            2         0.02195 
     02             2            3         0.02195 
     03             3            4         0.02195 
     04             4            5         0.02195 
     05             1            6         0.02195 
     06             2            6         0.02195 
     07             2            7         0.02195 
     08             3            7         0.02195 
     09             3            8         0.02195 
     10             4            8         0.02195 
     11             4            9         0.02195 
     12             5            9         0.02195 
     13             5            10        0.02195 
     14             6            7         0.02195 
     15             7            8         0.02195 
     16             8            9         0.02195 
     17             9            10        0.02195 
     18             6            15        0.02195 
     19             6            11        0.02195 
     20             11           15        0.02195 
     21             7            11        0.02195 
     22             11           16        0.02195 
     23             7            12        0.02195 
     24             12           16        0.02195 
     25             8            12        0.02195 
     26             12           17        0.02195 
     27             8            13        0.02195 
     28             13           17        0.02195 
     29             9            13        0.02195 
     30             13           18        0.02195 
     31             9            14        0.02195 
     32             14           18        0.02195 
     33             10           14        0.02195 
     34             14           19        0.02195 
     35             15           16        0.02195 
     36             16           17        0.02195 
     37             17           18        0.02195 
     38             18           19        0.02195 
     39             15           20        0.02195 
     40             15           21        0.02195 
     41             16           21        0.02195 
     42             16           22        0.02195 
     43             17           22        0.02195 
     44             17           23        0.02195 
     45             18           23        0.02195 
     46             18           24        0.02195 
     47             19           24        0.02195 
     48             20           21        0.02195 
     49             21           22        0.02195 
     50             22           23        0.02195 
     51             23           24        0.02195 
     52             20           25        0.02195 
     53             20           26        0.02195 
     54             21           26        0.02195 
     55             21           27        0.02195 
     56             22           27        0.02195 
     57             22           28        0.02195 
     58             23           28        0.02195 
     59             23           29        0.02195 
     60             24           29        0.02195 
     61             25           26        0.01095 
     62             26           27        0.01095 
     63             27           28        0.01095 

 NODAL LOADS
       NODE     PX        PY
        01       0        -37.62 
        02       0        -37.62 
        03       0        -37.62 
        04       0        -37.62 
        05       0        -37.62 
        06       0        -112.86 
        07       0        -112.86 
        08       0        -112.86 
        09       0        -112.86 
        10       0        -112.86 
        15       0        -150.48 
        16       0        -150.48 
        17       0        -150.48 
        18       0        -150.48 
        19       0        -150.48 
        20       0        -150.48 
        21       0        -150.48 
        22       0        -150.48 
        23       0        -150.48 
        24       0        -150.48 
        25       0        -75.24 
        26       0        -75.24 
        27       0        -75.24 
        28       0        -75.24 
        29       0        -75.24 

 BOUNDARY CONDITION DATA
                       STATUS             PRESCRIBED VALUES
              (0:PRESCRIBED, 1:FREE)
      NODE        U         V                U         V
          5         0         1               0         0 
          10        0         1               0         0 
          14        0         1               0         0 
          19        0         1               0         0 
          24        0         1               0         0 
          25        1         0               0         0 
          26        1         0               0         0 
          27        1         0               0         0 
          28        1         0               0         0 
 **********************************************************************


RESULTS


NODAL DISPLACEMENTS
       NODE                  U                   V
         01                  -0.000477           -0.000361 
         02                  -0.000243           -0.000333 
         03                  -0.000027           -0.000262 
         04                  0.000193            -0.000147 
         05                  0.000299            0.000000 
         06                  -0.000477           -0.000605 
         07                  -0.000258           -0.000530 
         08                  -0.000043           -0.000386 
         09                  0.000189            -0.000177 
         10                  0.000275            0.000000 
         11                  -0.000256           -0.000847 
         12                  -0.000068           -0.000722 
         13                  0.000127            -0.000512 
         14                  0.000250            0.000000 
         15                  -0.000428           -0.001040 
         16                  -0.000272           -0.000927 
         17                  -0.000098           -0.000691 
         18                  0.000093            -0.000337 
         19                  0.000244            0.000000 
         20                  -0.000311           -0.001701 
         21                  -0.000241           -0.001539 
         22                  -0.000206           -0.001212 
         23                  -0.000068           -0.000691 
         24                  0.000231            0.000000 
         25                  0.000000            -0.002952 
         26                  0.000000            -0.002842 
         27                  0.000000            -0.002726 
         28                  0.000000            -0.002638 
         29                  0.000438            -0.002241 

NODAL REACTIONS
         NODE                PX                  PY
          01                 0.000000            -37.620000 
          02                 0.000000            -37.620000 
          03                 0.000000            -37.620000 
          04                 0.000000            -37.620000 
          05                 0.000000            236.565817 
          06                 0.000000            -112.860000 
          07                 0.000000            -112.860000 
          08                 0.000000            -112.860000 
          09                 0.000000            -112.860000 
          10                 0.000000            242.787637 
          11                 0.000000            0.000000 
          12                 0.000000            0.000000 
          13                 0.000000            0.000000 
          14                 0.000000            213.498830 
          15                 0.000000            -150.480000 
          16                 0.000000            -150.480000 
          17                 0.000000            -150.480000 
          18                 0.000000            -150.480000 
          19                 0.000000            462.166630 
          20                 0.000000            -150.480000 
          21                 0.000000            -150.480000 
          22                 0.000000            -150.480000 
          23                 0.000000            -150.480000 
          24                 0.000000            1026.941085 
          25                 219.996997          -75.240000 
          26                 32.970253           -75.240000 
          27                 -38.213301          -75.240000 
          28                 -214.753948         -75.240000 
          29                 0.000000            -75.240000 

MEMBER FORCES      MEMBER    AXIAL FORCE
         01        -37.620000
         02        -97.821234
         03        -157.818317
         04        -200.904533
         05        0.000000
         06        -31.454550
         07        21.896954
         08        -31.170178
         09        21.698990
         10        -7.614170
         11        5.300573
         12        -49.674419
         13        34.580640
         14        -103.573377
         15        -197.727458
         16        -285.524928
         17        -242.787637
         18        -34.788698
         19        18.518740
         20        -18.518740
         21        -3.361952
         22        22.421536
         23        5.113751
         24        -5.113751
         25        35.400903
         26        42.520736
         27        -27.296704
         28        27.296704
         29        87.021515
         30        49.016541
         31        -167.064967
         32        -130.328420
         33        34.580640
         34        9.006645
         35        -155.173494
         36        -322.797537
         37        -485.133506
         38        -462.166630
         39        -82.566464
         40        39.250560
         41        -21.507267
         42        45.419377
         43        76.534801
         44        -16.889655
         45        113.215600
         46        -174.309286
         47        9.006645
         48        -221.342619
         49        -448.595839
         50        -713.596688
         51        -947.057033
         52        -219.996997
         53        154.624261
         54        -170.400785
         55        206.771924
         56        -145.566239
         57        295.307146
         58        -47.715979
         59        164.175833
         60        -145.920000
         61        -75.240000
         62        -79.617381
         63        -60.096056


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