









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

















                              人ܻϵͳ޹˾ʹ

                                   CHECKED BY     _________

                                CALCULATED BY     _________



  UESoft AutoPSA8.0          PIPING STRESS ANALYSIS 人ܻϵͳ޹˾ʹ
  SDGJ6-90                                             TIME:2009/08/28  14:50:11
------------------------------------------------------------------------------------

                              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   490.758
 +   24   61   355.600    55.000   490.758
 +   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  14:50:11
------------------------------------------------------------------------------------

                              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 1     0.700     0.000     0.000   898.121     0.000
 +   33    1(10100     2) 1 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   438.828
 +   37   61   327.000    53.300   438.828
 +   38    1(10110   301) 1 1     0.325     0.000     0.000
 +   39   10   301     3   81
 +   40    1(  301 10120) 0 1     0.325     0.000     0.000
 +   41   60   355.600    55.000   490.758
 +   42   61   355.600    55.000   490.758
 +   43    1(10120     3) 1 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  14:50:11
------------------------------------------------------------------------------------

                              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   148.763
 +   76   61   170.000    25.500   148.763
 +   77    1(  301 10330) 0 1     0.000     0.164     0.146
 +   78   60   168.300    25.000   119.231
 +   79   61   168.300    25.000   119.231
 +   80    1(10330 10340) 1 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  14:50:11
------------------------------------------------------------------------------------

                              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 1     0.700     0.000     0.000   441.617     0.000
 +   98    1(10510    14) 1 1     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  14:50:11
------------------------------------------------------------------------------------


                             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  14:50:11
------------------------------------------------------------------------------------


                             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  14:50:11
------------------------------------------------------------------------------------


                              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  490.8
  2  327.00  53.30 540.00  20.00  13.73 150.000  52.000 214.000 173.000 14.000  438.8
  3  170.00  25.50 540.00  20.00  13.73 150.000  52.000 214.000 173.000 14.000  148.8
  4  168.30  25.00 540.00  20.00  13.73 150.000  52.000 214.000 173.000 14.000  119.2

  UESoft AutoPSA8.0          PIPING STRESS ANALYSIS 人ܻϵͳ޹˾ʹ
  SDGJ6-90                                             TIME:2009/08/28  14:50:11
------------------------------------------------------------------------------------


                             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     0.682    13.205    52.000    -ok-
10010 10040     6     1.000     1.000    12.523     0.721    13.244    52.000    -ok-
10040     1     5     1.000     1.000    12.523     5.776    18.299    52.000    -ok-
    1 10050     0     1.000     1.000    12.523     5.776    18.299    52.000    -ok-
10050 10080     6     1.000     1.000    12.523     4.942    17.466    52.000    -ok-
10080 10090     0     1.000     1.000    12.523     1.908    14.431    52.000    -ok-
10100     2     5     1.000     1.000    12.523     3.858    16.381    52.000    -ok-
    2 10110     0     1.000     1.000    12.523     3.858    16.381    52.000    -ok-
10110   301     5     1.000     1.000    11.430     2.282    13.712    52.000    -ok-
  301 10120     5     1.000     1.000    11.430     2.984    14.413    52.000    -ok-
10120     3     5     1.000     1.000    12.523     4.771    17.294    52.000    -ok-
    3 10130     0     1.000     1.000    12.523     4.771    17.294    52.000    -ok-
10130 10160     0     1.000     1.000    12.523     3.255    15.778    52.000    -ok-
10160     4     0     1.000     1.000    12.523     1.049    13.573    52.000    -ok-
    4     5     0     1.000     1.000    12.523     1.004    13.527    52.000    -ok-
    5   502     0     1.000     1.000    12.523     0.732    13.255    52.000    -ok-
  502     6     0     1.000     1.000    12.523     0.609    13.132    52.000    -ok-
    6     7     0     1.000     1.000    12.523     0.504    13.027    52.000    -ok-
    7 10170     5     1.000     1.000    12.523     0.401    12.925    52.000    -ok-
10170 10200     6     1.000     1.000    12.523     5.417    17.940    52.000    -ok-
10200     8     5     1.000     1.000    12.523     4.274    16.797    52.000    -ok-
    8 10210     0     1.000     1.000    12.523     4.274    16.797    52.000    -ok-
10210 10240     6     1.000     1.000    12.523     5.005    17.528    52.000    -ok-
10240     9     5     1.000     1.000    12.523     3.609    16.132    52.000    -ok-
    9   503     0     1.000     1.000    12.523     3.609    16.132    52.000    -ok-
  503 10250     4     1.000     1.000    12.523     1.789    14.312    52.000    -ok-
10250 10280     0     1.000     1.000    12.523     1.694    14.217    52.000    -ok-
10280    10     0     1.000     1.000    12.523     0.612    13.135    52.000    -ok-
   10 10290     0     1.000     1.000    12.523     0.588    13.111    52.000    -ok-
10290 10320     6     1.000     1.000    12.523     2.821    15.344    52.000    -ok-
10320   504     5     1.000     1.000    12.523     0.946    13.469    52.000    -ok-
  301 10330     0     1.000     1.000    13.192     4.842    18.034    52.000    -ok-
10330 10340     0     1.000     1.000    13.409     3.787    17.196    52.000    -ok-

  UESoft AutoPSA8.0          PIPING STRESS ANALYSIS 人ܻϵͳ޹˾ʹ
  SDGJ6-90                                             TIME:2009/08/28  14:50:11
------------------------------------------------------------------------------------


                             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     2.505    15.914    52.000    -ok-
10370 10380     4     1.000     1.000    13.409     2.362    15.771    52.000    -ok-
10380 10410     0     1.000     1.000    13.409     2.346    15.755    52.000    -ok-
10410    11     5     1.000     1.000    13.409     4.045    17.454    52.000    -ok-
   11    12     5     1.000     1.000    13.409     7.797    21.206    52.000    -ok-
   12 10420     0     1.000     1.000    13.409     7.797    21.206    52.000    -ok-
10420 10450     6     1.000     1.000    13.409     4.771    18.180    52.000    -ok-
10450    13     5     1.000     1.000    13.409    10.623    24.032    52.000    -ok-
   13   505     0     1.000     1.000    13.409    10.623    24.032    52.000    -ok-
  505 10460     0     1.000     1.000    13.409     6.147    19.556    52.000    -ok-
10460 10490     6     1.000     1.000    13.409     4.042    17.451    52.000    -ok-
10490 10500     3     1.000     1.000    13.409     3.809    17.218    52.000    -ok-
10510    14     5     1.000     1.000    13.409     9.040    22.449    52.000    -ok-

  UESoft AutoPSA8.0          PIPING STRESS ANALYSIS 人ܻϵͳ޹˾ʹ
  SDGJ6-90                                             TIME:2009/08/28  14:50:11
------------------------------------------------------------------------------------


                         REACTION OF PIPING ON ANCHORS

                                                            CASE No:    1   [N,N-m]

POINT TYPE       FX          FY          FZ          MX          MY          MZ

   501   501       146.80      -29.19    -5790.77    -1925.69    -1303.70       71.92
   504   504      -147.29       27.42    -6451.91    -2823.82    -1368.01     -742.84

  UESoft AutoPSA8.0          PIPING STRESS ANALYSIS 人ܻϵͳ޹˾ʹ
  SDGJ6-90                                             TIME:2009/08/28  14:50:11
------------------------------------------------------------------------------------


                          REACTION OF PIPING ON ANCHORS (WORK-INITIAL)

                                                            CASE No:    2   [N,N-m]

POINT TYPE       FX          FY          FZ          MX          MY          MZ

   501   501     -3257.72      243.66   -11305.14    18561.64    36680.37   -15422.51
   504   504      2983.06      582.35     -571.02   -11019.68    10328.84     3505.92

  UESoft AutoPSA8.0          PIPING STRESS ANALYSIS 人ܻϵͳ޹˾ʹ
  SDGJ6-90                                             TIME:2009/08/28  14:50:11
------------------------------------------------------------------------------------


                             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    13.205    41.014    54.219   242.400    -ok-
10010 10040     0     1.000     1.000    13.171    38.260    51.431   242.400    -ok-
10040     1     5     1.000     1.000    18.299    30.214    48.513   242.400    -ok-
    1 10050     0     1.000     1.000    18.299    30.214    48.513   242.400    -ok-
10050 10080     0     1.000     1.000    14.458    28.323    42.781   242.400    -ok-
10080 10090     0     1.000     1.000    14.431    21.922    36.352   242.400    -ok-
10100     2     5     1.000     1.000    16.381    13.405    29.786   242.400    -ok-
    2 10110     0     1.000     1.000    16.381    13.405    29.786   242.400    -ok-
10110   301     5     1.000     1.000    13.712     6.800    20.511   242.400    -ok-
  301 10120     5     1.000     1.000    14.413     6.512    20.925   242.400    -ok-
10120     3     5     1.000     1.000    17.294    10.605    27.899   242.400    -ok-
    3 10130     5     1.000     1.000    15.778    43.037    58.814   242.400    -ok-
10130 10160     4     1.000     1.000    13.386    48.394    61.780   242.400    -ok-
10160     4     0     1.000     1.000    13.573    47.410    60.983   242.400    -ok-
    4     5     0     1.000     1.000    13.527    43.908    57.434   242.400    -ok-
    5   502     0     1.000     1.000    13.255    24.523    37.778   242.400    -ok-
  502     6     5     1.000     1.000    13.027    20.062    33.089   242.400    -ok-
    6     7     5     1.000     1.000    12.924    36.486    49.409   242.400    -ok-
    7 10170     5     1.000     1.000    12.925    38.045    50.970   242.400    -ok-
10170 10200     6     1.000     1.000    17.940    35.687    53.627   242.400    -ok-
10200     8     5     1.000     1.000    16.797    34.919    51.716   242.400    -ok-
    8 10210     0     1.000     1.000    16.797    34.919    51.716   242.400    -ok-
10210 10240     5     1.000     1.000    16.335    36.577    52.912   242.400    -ok-
10240     9     0     1.000     1.000    14.613    35.262    49.874   242.400    -ok-
    9   503     0     1.000     1.000    16.132    25.759    41.891   242.400    -ok-
  503 10250     5     1.000     1.000    14.217    31.331    45.548   242.400    -ok-
10250 10280     4     1.000     1.000    13.638    35.289    48.928   242.400    -ok-
10280    10     0     1.000     1.000    13.135    34.183    47.318   242.400    -ok-
   10 10290     0     1.000     1.000    13.111    32.249    45.360   242.400    -ok-
10290 10320     0     1.000     1.000    13.088    30.342    43.430   242.400    -ok-
10320   504     0     1.000     1.000    13.013    18.409    31.421   242.400    -ok-
  301 10330     0     1.000     1.000    18.034    43.209    61.243   242.400    -ok-
10330 10340     0     1.000     1.000    17.196    44.259    61.455   242.400    -ok-

  UESoft AutoPSA8.0          PIPING STRESS ANALYSIS 人ܻϵͳ޹˾ʹ
  SDGJ6-90                                             TIME:2009/08/28  14:50:11
------------------------------------------------------------------------------------


                             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    14.837    41.337    56.174   242.400    -ok-
10370 10380     0     1.000     1.000    15.580    40.044    55.624   242.400    -ok-
10380 10410     0     1.000     1.000    15.755    38.725    54.479   242.400    -ok-
10410    11     0     1.000     1.000    16.058    29.863    45.921   242.400    -ok-
   11    12     5     1.000     1.000    21.206    27.971    49.177   242.400    -ok-
   12 10420     5     1.000     1.000    17.964    31.327    49.291   242.400    -ok-
10420 10450     6     1.000     1.000    18.180    36.025    54.205   242.400    -ok-
10450    13     1     1.000     1.000    20.459    33.511    53.970   242.400    -ok-
   13   505     0     1.000     1.000    24.032    23.834    47.866   242.400    -ok-
  505 10460     0     1.000     1.000    19.556    22.695    42.251   242.400    -ok-
10460 10490     0     1.000     1.000    15.936    21.586    37.522   242.400    -ok-
10490 10500     0     1.000     1.000    15.849    14.831    30.680   242.400    -ok-
10510    14     5     1.000     1.000    22.449    18.519    40.968   242.400    -ok-

  UESoft AutoPSA8.0          PIPING STRESS ANALYSIS 人ܻϵͳ޹˾ʹ
  SDGJ6-90                                             TIME:2009/08/28  14:50:11
------------------------------------------------------------------------------------

                                 CW-DISPLACEMENT (cold/work-status)

                                                            CASE No:    4      [mm]

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

    1   2117      7     -1      3      -7    -16    -28          217           106
    2   4117     13     10     29      14    -44    -54      217+217        85+ 86
    3   9999     13     23     55      41    -56    -81            -             -
    4   9999     10     50     88      91    -78    -95            -             -
    5   3215     34     60     88      65    -78    -44  2X(215+115)   2X(105+ 52)
    6   1215     84     56    -92      12    -65      7        2X115         2X 74
    7   9999    132     29    -92     -38    -27     58            -             -
    8   2117    158     16    -47     -68     29     20          217           148
    9   1117    163      7    -18     -41     52    -12          117            48
   10   1214      3      1      0      -3     60    -15        2X114         2X 48
   11   3110    -17      9     34      54    -23    -51      210+110       104+ 52
   12   1112    -17    -52     -4      18     41     -7          112            50
   13   1112      2    -61     -3     -22     11      1          112            64
   14    177      0      0      0       0      0      0            -             -

  UESoft AutoPSA8.0          PIPING STRESS ANALYSIS 人ܻϵͳ޹˾ʹ
  SDGJ6-90                                             TIME:2009/08/28  14:50:11
------------------------------------------------------------------------------------


                           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   -30261.55   -23968.36   -30261.55        1.50    -2744.50   -48136.82 Fz
    2 4117   -25606.99   -19446.42   -25606.99        1.50    -1947.69   -40358.18 Fz
    3 9999   -29105.63   -29105.63   -29105.63        1.50    -2854.97   -46513.41 Fz
    4 9999   -39659.59   -39659.59   -39659.59        1.50    -3822.92   -63312.30 Fz
    5 3215   -33690.03   -26355.05   -33690.03        1.50    -3252.23   -53787.28 Fz
    6 1215   -33690.03   -37273.24   -33690.03        1.50    -3252.23   -53787.28 Fz
    7 9999   -33880.04   -33880.04   -33880.04        1.50    -3270.64   -54090.70 Fz
    8 2117   -29054.36   -33633.51   -29054.36        1.50    -2804.92   -46386.46 Fz
    9 1117   -26966.64   -21710.39   -26966.64        1.50    -2603.00   -43052.96 Fz
   10 1214   -25402.70   -19364.63   -25402.70        1.50    -2451.13   -40555.18 Fz
   11 3110    -4374.50    -3299.52    -4374.50        1.50     -403.75    -6965.50 Fz
   12 1112    -6746.83    -5897.84    -6746.83        1.50     -627.73   -10747.97 Fz
   13 1112    -7365.14    -7528.55    -7365.14        1.50     -646.79   -11694.49 Fz
   14  177        0.50     1845.88      274.65        0.00       -0.00     1845.88 Fx
   14  177        1.76     3825.03     -826.01        0.00        0.17     3825.03 Fy
   14  177    -5390.14    -5373.76    -5756.65        0.00     -200.36     8652.08 Fz
   14  177      342.04     -872.11    -1446.58        0.00       12.50     1446.58 Mx
   14  177    -3179.46    -6517.99    -2883.91        0.00     -106.01     6517.99 My
   14  177      -17.48   -10189.36     -974.45        0.00       -1.54    10189.36 Mz

  UESoft AutoPSA8.0          PIPING STRESS ANALYSIS 人ܻϵͳ޹˾ʹ
  SDGJ6-90                                             TIME:2009/08/28  14:50:11
------------------------------------------------------------------------------------

                             COLD SPRING JOINT POINT

                                                            CASE No:    4     [mm]

POINT TYPE      DFX         DFY         DFZ         DBX         DBY         DBZ

  502  502       57.81       60.33       87.62       57.81       60.33      -92.38 
  503  503      163.05        6.24      -13.13        8.05        6.24      -13.13 
  505  505        1.31      -60.88       -2.58        1.31        3.12       -2.58 

  UESoft AutoPSA8.0          PIPING STRESS ANALYSIS 人ܻϵͳ޹˾ʹ
  SDGJ6-90                                             TIME:2009/08/28  14:50:11
------------------------------------------------------------------------------------


                          REACTION OF PIPING ON ANCHORS (COLD-INITIAL)

                                                            CASE No:    4   [N,N-m]

POINT TYPE       FX          FY          FZ          MX          MY          MZ

   501   501      8959.15      113.03      738.49   -49897.64  -113172.53    65007.41
   504   504    -10805.03    -3938.07   -37678.81   -12638.64   -60042.83     5050.61

  UESoft AutoPSA8.0          PIPING STRESS ANALYSIS 人ܻϵͳ޹˾ʹ
  SDGJ6-90                                             TIME:2009/08/28  14:50:11
------------------------------------------------------------------------------------


                             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       18.299       52.000  -ok-
    2    1       301     10120    5   1.000  1.000       14.413       52.000  -ok-
    3    1       301     10330    0   1.000  1.000       18.034       52.000  -ok-
    4    1     10450        13    5   1.000  1.000       24.032       52.000  -ok-
    1    3     10130     10160    4   1.000  1.000       61.780      242.400  -ok-
    2    3       301     10120    5   1.000  1.000       20.925      242.400  -ok-
    3    3       301     10330    0   1.000  1.000       61.243      242.400  -ok-
    4    3     10330     10340    0   1.000  1.000       61.455      242.400  -ok-

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