









                    $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
                    $                                                 $
                    $               UESoft AutoPSA8.0                 $
                    $  STRESS ANALYSIS OF             test.psa PIPING $
                    $                            test.out             $
                    $                                                 $
                    $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$

















                              人ܻϵͳ޹˾ʹ

                                   CHECKED BY     _________

                                CALCULATED BY     _________



  UESoft AutoPSA8.0          PIPING STRESS ANALYSIS 人ܻϵͳ޹˾ʹ
  SDGJ6-90                                             TIME:2009/08/28  15:09:36
------------------------------------------------------------------------------------

                              DATA OF PIPE

 +    0    0    3
 +    8    4     0.250
 +    2    5    6
 +     1.000     1.200     1.200
 +    1   -1    1
 +    2   12     1.000
 +    3   40     5     6     7     8     9    10
 +    4   41    20.000
 +    5   42    50.000
 +    6   43    1
 +    7   44              test.Ass
 +    8   45    1
 +    9  100     0.000     0.000     0.000
 +   10  230  501     0.000     0.000    -7.100     0.000     0.000     0.000
 +   11  230  504     0.000    46.500     0.000     0.000     0.000     0.000
 +   12  240  502     0.000     0.000   180.000
 +   13  241  502  -180.000
 +   14  240  503   155.000     0.000     0.000
 +   15  241  503  -155.000
 +   16  240  505     0.000   -64.000     0.000
 +   17  241  505   -64.000
 +   18  300  301     1.000
 +   19  350  301   136.850    53.300    72.250    25.500    53.300
 +   20   10   501     1   81
 +   21   71        10CrMo910

 +   21   70    20.000   200.000   150.000   150.000    13.000   214.000   202.000
 +   22   90    20.000   540.000  13.73000
 +   22   70    20.000   540.000   150.000    52.000    14.000   214.000   173.000
 +   23   60   355.600    55.000   476.321
 +   24   61   355.600    55.000   476.321
 +   25    1(  501 10010) 0 1     0.000     0.000    -1.140
 +   26    0(10010 10040) 1 1                               1.370 90.000   2
 +   27    1(10040     1) 1 1     0.000    -1.030     0.000
 +   28   10     1     2   81
 +   29    1(    1 10050) 0 1     0.000    -1.030     0.000

  UESoft AutoPSA8.0          PIPING STRESS ANALYSIS 人ܻϵͳ޹˾ʹ
  SDGJ6-90                                             TIME:2009/08/28  15:09:36
------------------------------------------------------------------------------------

                              DATA OF PIPE

 +   30    0(10050 10080) 1 1                               1.370 90.000   2
 +   31    1(10080 10090) 1 1     0.930     0.000     0.000
 +   32    4(10090 10100) 1 0     0.700     0.000     0.000   840.000     0.000
 +   33    1(10100     2) 0 1     0.700     0.000     0.000
 +   34   10     2   301  100
 +   35    1(    2 10110) 0 1     2.175     0.000     0.000
 +   36   60   327.000    53.300   424.885
 +   37   61   327.000    53.300   424.885
 +   38    1(10110   301) 1 0     0.325     0.000     0.000
 +   39   10   301     3   81
 +   40    1(  301 10120) 0 0     0.325     0.000     0.000
 +   41   60   355.600    55.000   476.321
 +   42   61   355.600    55.000   476.321
 +   43    1(10120     3) 0 1     0.875     0.000     0.000
 +   44   10     3     4   82
 +   45    1(    3 10130) 0 1     5.130     0.000     0.000
 +   46    0(10130 10160) 1 1                               1.370 90.000   2
 +   47    1(10160     4) 1 1     0.000     0.000     1.130
 +   48   10     4     5   82
 +   49    1(    4     5) 0 1     0.000     0.000     7.000
 +   50   10     5   502  100
 +   51    1(    5   502) 0 1     0.000     0.000     3.500
 +   52   10   502     6   82
 +   53    1(  502     6) 0 1     0.000     0.000     3.500
 +   54   10     6     7   82
 +   55    1(    6     7) 0 1     0.000     0.000     7.000
 +   56   10     7     8   81
 +   57    1(    7 10170) 0 1     0.000     0.000     0.530
 +   58    0(10170 10200) 1 1                               1.370 90.000   2

  UESoft AutoPSA8.0          PIPING STRESS ANALYSIS 人ܻϵͳ޹˾ʹ
  SDGJ6-90                                             TIME:2009/08/28  15:09:36
------------------------------------------------------------------------------------

                              DATA OF PIPE

 +   59    1(10200     8) 1 1     0.000     4.130     0.000
 +   60   10     8     9   81
 +   61    1(    8 10210) 0 1     0.000     0.330     0.000
 +   62    0(10210 10240) 1 1                               1.370 90.000   2
 +   63    1(10240     9) 1 1     3.130     0.000     0.000
 +   64   10     9   503  100
 +   65    1(    9   503) 0 1     1.000     0.000     0.000
 +   66   10   503    10   82
 +   67    1(  503 10250) 0 1     2.130     0.000     0.000
 +   68    0(10250 10280) 1 1                               1.370 90.000   2
 +   69    1(10280    10) 1 1     0.000     0.000     0.630
 +   70   10    10   504  100
 +   71    1(   10 10290) 0 1     0.000     0.000     0.630
 +   72    0(10290 10320) 1 1                               1.370 90.000   2
 +   73    1(10320   504) 1 1     0.000    -0.680     0.000
 +   74   10   301    11   81
 +   75   60   170.000    25.500   137.530
 +   76   61   170.000    25.500   137.530
 +   77    1(  301 10330) 0 0     0.000     0.164     0.146
 +   78   60   168.300    25.000   111.135
 +   79   61   168.300    25.000   111.135
 +   80    1(10330 10340) 0 1     0.000     1.001     0.890
 +   81    0(10340 10370) 1 1                               0.650 41.634   2
 +   82    1(10370 10380) 1 1     0.000     0.453     0.000
 +   83    0(10380 10410) 1 1                               0.650 90.000   2
 +   84    1(10410    11) 1 1    -0.350     0.000     0.000
 +   85   10    11    12   81
 +   86    1(   11    12) 0 1    -5.000     0.000     0.000
 +   87   10    12    13   81

  UESoft AutoPSA8.0          PIPING STRESS ANALYSIS 人ܻϵͳ޹˾ʹ
  SDGJ6-90                                             TIME:2009/08/28  15:09:36
------------------------------------------------------------------------------------

                              DATA OF PIPE

 +   88    1(   12 10420) 0 1    -0.350     0.000     0.000
 +   89    0(10420 10450) 1 1                               0.650 90.000   2
 +   90    1(10450    13) 1 1     0.000    -5.000     0.000
 +   91   10    13   505  100
 +   92    1(   13   505) 0 1     0.000    -0.500     0.000
 +   93   10   505    14  177
 +   94    1(  505 10460) 0 1     0.000    -0.500     0.000
 +   95    0(10460 10490) 1 1                               0.650 90.000   2
 +   96    1(10490 10500) 1 1     1.350     0.000     0.000
 +   97    4(10500 10510) 1 0     0.700     0.000     0.000   420.000     0.000
 +   98    1(10510    14) 0 0     0.500     0.000     0.000
 +   99   10     1     1    1
 +  100   10     1     1    1
          THIS PIPING STRUCTURE CONTAINS  3  COLD SPRINGS,
  2 ANCHORS,           1 THREEWAYS AND  48 PIPE ELEMENTS,
  THERE ARE   2 RIGID ELEMENTS AND  11 BEND ELEMENTS IN THIS ELEMENTS

  UESoft AutoPSA8.0          PIPING STRESS ANALYSIS 人ܻϵͳ޹˾ʹ
  SDGJ6-90                                             TIME:2009/08/28  15:09:36
------------------------------------------------------------------------------------


                             STRESS TABLE
                                                            CASE No:  100    [MPa]
START   END    IJ        SS        SP  STRESS-1  STRESS-2  STRESS-C  STRESS-A

  UESoft AutoPSA8.0          PIPING STRESS ANALYSIS 人ܻϵͳ޹˾ʹ
  SDGJ6-90                                             TIME:2009/08/28  15:09:36
------------------------------------------------------------------------------------


                             STRESS TABLE
                                                            CASE No:  100    [MPa]
START   END    IJ        SS        SP  STRESS-1  STRESS-2  STRESS-C  STRESS-A

  UESoft AutoPSA8.0          PIPING STRESS ANALYSIS 人ܻϵͳ޹˾ʹ
  SDGJ6-90                                             TIME:2009/08/28  15:09:36
------------------------------------------------------------------------------------


                              PIPING PARAMETERS

 No  OD      WT    TJ      T0      PJ   SIGMA0  SIGMAT  E0      ET      ALPHA     WG

  1  355.60  55.00 540.00  20.00  13.73 150.000  52.000 214.000 173.000 14.000  476.3
  2  327.00  53.30 540.00  20.00  13.73 150.000  52.000 214.000 173.000 14.000  424.9
  3  170.00  25.50 540.00  20.00  13.73 150.000  52.000 214.000 173.000 14.000  137.5
  4  168.30  25.00 540.00  20.00  13.73 150.000  52.000 214.000 173.000 14.000  111.1

  UESoft AutoPSA8.0          PIPING STRESS ANALYSIS 人ܻϵͳ޹˾ʹ
  SDGJ6-90                                             TIME:2009/08/28  15:09:36
------------------------------------------------------------------------------------


                             STRESS TABLE
                                                            CASE No:    1    [MPa]
START   END    IJ        SS        SP  STRESS-1  STRESS-2  STRESS-C  STRESS-A
  501 10010     0     1.000     1.000    12.523     0.659    13.182    52.000    -ok-
10010 10040     6     1.000     1.000    12.523     0.711    13.234    52.000    -ok-
10040     1     5     1.000     1.000    12.523     5.581    18.104    52.000    -ok-
    1 10050     0     1.000     1.000    12.523     5.581    18.104    52.000    -ok-
10050 10080     6     1.000     1.000    12.523     4.774    17.298    52.000    -ok-
10080 10090     0     1.000     1.000    12.523     1.829    14.352    52.000    -ok-
10100     2     5     1.000     1.000    12.523     3.702    16.225    52.000    -ok-
    2 10110     0     1.000     1.000    12.523     3.702    16.225    52.000    -ok-
10110   301     5     1.000     1.000    11.430     2.224    13.654    52.000    -ok-
  301 10120     5     1.000     1.000    11.430     2.906    14.336    52.000    -ok-
10120     3     5     1.000     1.000    12.523     4.630    17.153    52.000    -ok-
    3 10130     0     1.000     1.000    12.523     4.630    17.153    52.000    -ok-
10130 10160     0     1.000     1.000    12.523     3.159    15.682    52.000    -ok-
10160     4     0     1.000     1.000    12.523     1.019    13.542    52.000    -ok-
    4     5     0     1.000     1.000    12.523     0.975    13.498    52.000    -ok-
    5   502     0     1.000     1.000    12.523     0.711    13.234    52.000    -ok-
  502     6     0     1.000     1.000    12.523     0.592    13.115    52.000    -ok-
    6     7     0     1.000     1.000    12.523     0.489    13.012    52.000    -ok-
    7 10170     5     1.000     1.000    12.523     0.390    12.913    52.000    -ok-
10170 10200     6     1.000     1.000    12.523     5.258    17.781    52.000    -ok-
10200     8     5     1.000     1.000    12.523     4.148    16.671    52.000    -ok-
    8 10210     0     1.000     1.000    12.523     4.148    16.671    52.000    -ok-
10210 10240     6     1.000     1.000    12.523     4.857    17.381    52.000    -ok-
10240     9     5     1.000     1.000    12.523     3.502    16.026    52.000    -ok-
    9   503     0     1.000     1.000    12.523     3.502    16.026    52.000    -ok-
  503 10250     4     1.000     1.000    12.523     1.736    14.259    52.000    -ok-
10250 10280     0     1.000     1.000    12.523     1.644    14.167    52.000    -ok-
10280    10     0     1.000     1.000    12.523     0.593    13.117    52.000    -ok-
   10 10290     0     1.000     1.000    12.523     0.570    13.094    52.000    -ok-
10290 10320     6     1.000     1.000    12.523     2.738    15.261    52.000    -ok-
10320   504     5     1.000     1.000    12.523     0.918    13.441    52.000    -ok-
  301 10330     0     1.000     1.000    13.192     4.589    17.780    52.000    -ok-
10330 10340     0     1.000     1.000    13.409     3.603    17.012    52.000    -ok-

  UESoft AutoPSA8.0          PIPING STRESS ANALYSIS 人ܻϵͳ޹˾ʹ
  SDGJ6-90                                             TIME:2009/08/28  15:09:36
------------------------------------------------------------------------------------


                             STRESS TABLE
                                                            CASE No:    1    [MPa]
START   END    IJ        SS        SP  STRESS-1  STRESS-2  STRESS-C  STRESS-A
10340 10370     6     1.000     1.000    13.409     2.311    15.720    52.000    -ok-
10370 10380     4     1.000     1.000    13.409     2.188    15.597    52.000    -ok-
10380 10410     0     1.000     1.000    13.409     2.176    15.585    52.000    -ok-
10410    11     5     1.000     1.000    13.409     3.755    17.164    52.000    -ok-
   11    12     5     1.000     1.000    13.409     7.268    20.677    52.000    -ok-
   12 10420     0     1.000     1.000    13.409     7.268    20.677    52.000    -ok-
10420 10450     6     1.000     1.000    13.409     4.442    17.851    52.000    -ok-
10450    13     5     1.000     1.000    13.409     9.918    23.327    52.000    -ok-
   13   505     0     1.000     1.000    13.409     9.918    23.327    52.000    -ok-
  505 10460     0     1.000     1.000    13.409     5.737    19.146    52.000    -ok-
10460 10490     6     1.000     1.000    13.409     3.786    17.195    52.000    -ok-
10490 10500     4     1.000     1.000    13.409     3.586    16.995    52.000    -ok-
10510    14     5     1.000     1.000    13.409     8.562    21.971    52.000    -ok-

  UESoft AutoPSA8.0          PIPING STRESS ANALYSIS 人ܻϵͳ޹˾ʹ
  SDGJ6-90                                             TIME:2009/08/28  15:09:36
------------------------------------------------------------------------------------


                         REACTION OF PIPING ON ANCHORS

                                                            CASE No:    1   [N,N-m]

POINT TYPE       FX          FY          FZ          MX          MY          MZ

   501   501       142.50      -28.05    -5661.86    -1854.34    -1266.39       72.14
   504   504      -143.00       26.44    -6261.63    -2740.42    -1327.64     -719.32

  UESoft AutoPSA8.0          PIPING STRESS ANALYSIS 人ܻϵͳ޹˾ʹ
  SDGJ6-90                                             TIME:2009/08/28  15:09:36
------------------------------------------------------------------------------------


                          REACTION OF PIPING ON ANCHORS (WORK-INITIAL)

                                                            CASE No:    2   [N,N-m]

POINT TYPE       FX          FY          FZ          MX          MY          MZ

   501   501     -3262.02      244.79   -11176.24    18632.99    36717.68   -15422.29
   504   504      2987.36      581.36     -380.75   -10936.28    10369.21     3529.43

  UESoft AutoPSA8.0          PIPING STRESS ANALYSIS 人ܻϵͳ޹˾ʹ
  SDGJ6-90                                             TIME:2009/08/28  15:09:36
------------------------------------------------------------------------------------


                             STRESS TABLE
                                                            CASE No:    3    [MPa]
START   END    IJ        SS        SP  STRESS-1  STRESS-2  STRESS-C  STRESS-A
  501 10010     0     1.000     1.000    13.182    43.642    56.824   242.400    -ok-
10010 10040     0     1.000     1.000    13.148    40.994    54.143   242.400    -ok-
10040     1     5     1.000     1.000    18.104    31.784    49.888   242.400    -ok-
    1 10050     0     1.000     1.000    18.104    31.784    49.888   242.400    -ok-
10050 10080     0     1.000     1.000    14.391    29.499    43.890   242.400    -ok-
10080 10090     0     1.000     1.000    14.352    21.336    35.688   242.400    -ok-
10100     2     0     1.000     1.000    13.508    13.290    26.798   242.400    -ok-
    2 10110     0     1.000     1.000    16.225    10.048    26.273   242.400    -ok-
10110   301     5     1.000     1.000    13.654     8.532    22.186   242.400    -ok-
  301 10120     4     1.000     1.000    14.173     9.295    23.468   242.400    -ok-
10120     3     5     1.000     1.000    17.153    12.741    29.894   242.400    -ok-
    3 10130     5     1.000     1.000    15.682    42.541    58.223   242.400    -ok-
10130 10160     3     1.000     1.000    13.774    46.954    60.729   242.400    -ok-
10160     4     0     1.000     1.000    13.542    46.328    59.870   242.400    -ok-
    4     5     0     1.000     1.000    13.498    42.912    56.410   242.400    -ok-
    5   502     0     1.000     1.000    13.234    24.076    37.310   242.400    -ok-
  502     6     5     1.000     1.000    13.012    19.905    32.917   242.400    -ok-
    6     7     5     1.000     1.000    12.912    35.933    48.845   242.400    -ok-
    7 10170     5     1.000     1.000    12.913    37.455    50.367   242.400    -ok-
10170 10200     6     1.000     1.000    17.781    35.166    52.947   242.400    -ok-
10200     8     5     1.000     1.000    16.671    34.429    51.101   242.400    -ok-
    8 10210     0     1.000     1.000    16.671    34.429    51.101   242.400    -ok-
10210 10240     5     1.000     1.000    16.222    36.026    52.248   242.400    -ok-
10240     9     0     1.000     1.000    14.551    34.731    49.282   242.400    -ok-
    9   503     0     1.000     1.000    16.026    25.354    41.379   242.400    -ok-
  503 10250     5     1.000     1.000    14.167    30.840    45.007   242.400    -ok-
10250 10280     4     1.000     1.000    13.605    34.799    48.404   242.400    -ok-
10280    10     0     1.000     1.000    13.117    33.739    46.855   242.400    -ok-
   10 10290     0     1.000     1.000    13.094    31.855    44.949   242.400    -ok-
10290 10320     0     1.000     1.000    13.071    30.000    43.070   242.400    -ok-
10320   504     0     1.000     1.000    12.998    18.247    31.245   242.400    -ok-
  301 10330     0     1.000     1.000    17.780    43.181    60.961   242.400    -ok-
10330 10340     0     1.000     1.000    17.012    44.216    61.228   242.400    -ok-

  UESoft AutoPSA8.0          PIPING STRESS ANALYSIS 人ܻϵͳ޹˾ʹ
  SDGJ6-90                                             TIME:2009/08/28  15:09:36
------------------------------------------------------------------------------------


                             STRESS TABLE
                                                            CASE No:    3    [MPa]
START   END    IJ        SS        SP  STRESS-1  STRESS-2  STRESS-C  STRESS-A
10340 10370     0     1.000     1.000    14.711    41.237    55.948   242.400    -ok-
10370 10380     0     1.000     1.000    15.409    40.013    55.422   242.400    -ok-
10380 10410     0     1.000     1.000    15.585    38.811    54.396   242.400    -ok-
10410    11     0     1.000     1.000    15.875    30.170    46.044   242.400    -ok-
   11    12     5     1.000     1.000    20.677    27.676    48.352   242.400    -ok-
   12 10420     5     1.000     1.000    17.655    31.031    48.687   242.400    -ok-
10420 10450     6     1.000     1.000    17.851    35.746    53.597   242.400    -ok-
10450    13     1     1.000     1.000    19.973    33.275    53.248   242.400    -ok-
   13   505     0     1.000     1.000    23.327    23.865    47.191   242.400    -ok-
  505 10460     0     1.000     1.000    19.146    22.780    41.926   242.400    -ok-
10460 10490     0     1.000     1.000    15.762    21.732    37.494   242.400    -ok-
10490 10500     0     1.000     1.000    15.702    15.092    30.794   242.400    -ok-
10510    14     4     1.000     1.000    20.555    17.528    38.083   242.400    -ok-

  UESoft AutoPSA8.0          PIPING STRESS ANALYSIS 人ܻϵͳ޹˾ʹ
  SDGJ6-90                                             TIME:2009/08/28  15:09:36
------------------------------------------------------------------------------------

                                 CW-DISPLACEMENT (cold/work-status)

                                                            CASE No:    4      [mm]

POINT   TYPE    Dcx    Dcy    Dcz     Dwx    Dwy    Dwz	SP-set       Sp-press

    1   2117      7     -2      4      -7    -16    -29          217           100
    2   9999     12      9     32      15    -43    -57            -             -
    3   9999     12     21     59      42    -54    -84            -             -
    4   9999     10     47     89      91    -75    -97            -             -
    5   3215     35     58     89      64    -77    -46  2X(215+115)   2X(100+ 50)
    6   1215     85     55    -91      12    -64      5        2X115         2X 70
    7   9999    132     29    -91     -38    -27     56            -             -
    8   2117    158     16    -47     -68     28     19          217           144
    9   1117    163      7    -17     -41     52    -12          117            46
   10   1214      3      1      0      -3     60    -15        2X114         2X 46
   11   4110    -17      8     36      54    -22    -53      210+210       102+101
   12   1111    -17    -52     -2      18     42     -9          111            63
   13   1112      2    -61     -3     -22     11      1          112            59
   14    177      0      0      0       0      0      0            -             -

  UESoft AutoPSA8.0          PIPING STRESS ANALYSIS 人ܻϵͳ޹˾ʹ
  SDGJ6-90                                             TIME:2009/08/28  15:09:36
------------------------------------------------------------------------------------


                           STRUCTURE LOAD OF RESTRAINTS

                                                            CASE No:    4   [N,N-m]

POINT TYPE   1C-LOAD     IN-LOAD     WK-LOAD  CR-LOAD/SCALE  WT-LOAD     ST-LOAD

    1 2117   -29279.30   -22765.11   -29279.30        1.50    -2744.50   -46663.44 Fz
    2 9999   -24519.80   -24519.80   -24519.80        1.50    -1947.69   -38727.39 Fz
    3 9999   -28214.24   -28214.24   -28214.24        1.50    -2854.97   -45176.32 Fz
    4 9999   -38493.50   -38493.50   -38493.50        1.50    -3822.92   -61563.16 Fz
    5 3215   -32698.94   -25068.78   -32698.94        1.50    -3252.23   -52300.64 Fz
    6 1215   -32698.94   -35397.05   -32698.94        1.50    -3252.23   -52300.64 Fz
    7 9999   -32883.37   -32883.37   -32883.37        1.50    -3270.64   -52595.69 Fz
    8 2117   -28199.55   -32606.00   -28199.55        1.50    -2804.92   -45104.24 Fz
    9 1117   -26173.42   -20819.38   -26173.42        1.50    -2603.00   -41863.13 Fz
   10 1214   -24655.87   -18621.43   -24655.87        1.50    -2451.13   -39434.94 Fz
   11 4110    -4065.77    -3218.04    -4065.77        1.50     -403.75    -6502.41 Fz
   12 1111    -6288.98    -5481.46    -6288.98        1.50     -627.73   -10061.19 Fz
   13 1112    -6872.44    -6995.05    -6872.44        1.50     -646.79   -10955.44 Fz
   14  177        0.50     1823.40      274.66        0.00       -0.00     1823.40 Fx
   14  177        1.62     3804.06     -826.16        0.00        0.17     3804.06 Fy
   14  177    -5099.63    -5027.81    -5466.14        0.00     -200.36     8216.31 Fz
   14  177      323.75     -537.95    -1464.87        0.00       12.50     1464.87 Mx
   14  177    -3011.63    -6264.56    -2716.09        0.00     -106.01     6264.56 My
   14  177      -16.87   -10128.22     -973.84        0.00       -1.54    10128.22 Mz

  UESoft AutoPSA8.0          PIPING STRESS ANALYSIS 人ܻϵͳ޹˾ʹ
  SDGJ6-90                                             TIME:2009/08/28  15:09:36
------------------------------------------------------------------------------------

                             COLD SPRING JOINT POINT

                                                            CASE No:    4     [mm]

POINT TYPE      DFX         DFY         DFZ         DBX         DBY         DBZ

  502  502       58.35       59.21       89.39       58.35       59.21      -90.61 
  503  503      162.98        6.30      -12.98        7.98        6.30      -12.98 
  505  505        1.30      -60.90       -2.35        1.30        3.10       -2.35 

  UESoft AutoPSA8.0          PIPING STRESS ANALYSIS 人ܻϵͳ޹˾ʹ
  SDGJ6-90                                             TIME:2009/08/28  15:09:36
------------------------------------------------------------------------------------


                          REACTION OF PIPING ON ANCHORS (COLD-INITIAL)

                                                            CASE No:    4   [N,N-m]

POINT TYPE       FX          FY          FZ          MX          MY          MZ

   501   501      8764.36      -37.90     5276.46   -68720.78  -117013.38    62413.98
   504   504    -10587.77    -3766.16   -37232.67   -12875.52   -59467.90     3983.94

  UESoft AutoPSA8.0          PIPING STRESS ANALYSIS 人ܻϵͳ޹˾ʹ
  SDGJ6-90                                             TIME:2009/08/28  15:09:36
------------------------------------------------------------------------------------


                             TOTAL MAX STRESS TABLE

                                                                             [MPa]

   No  CASE    START       END   IJ     i     f/k       STRESS-C     STRESS-A

    1    1     10040         1    5   1.000  1.000       18.104       52.000  -ok-
    2    1       301     10120    5   1.000  1.000       14.336       52.000  -ok-
    3    1       301     10330    0   1.000  1.000       17.780       52.000  -ok-
    4    1     10450        13    5   1.000  1.000       23.327       52.000  -ok-
    1    3     10130     10160    3   1.000  1.000       60.729      242.400  -ok-
    2    3       301     10120    4   1.000  1.000       23.468      242.400  -ok-
    3    3       301     10330    0   1.000  1.000       60.961      242.400  -ok-
    4    3     10330     10340    0   1.000  1.000       61.228      242.400  -ok-

                            ------END OF THE REPORT------
