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                    $                  GLIF---V/3.1                   $
                    $      STRESS ANALYSIS OF              PIPING     $
                    $                    OUT.TXT                      $
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                                   CHECKED BY     _________


                                CALCULATED BY     _________


                         NORTHEAST ELECTRIC POWER DESIGN INSTITUTE
                                      CHANG        CHUN

                                                       
  GLIF--V/3.1                PIPING STRESS ANALYSIS                     PAGE NO:   1
  SDGJ 6-90                                                TIME:  9/42/30  **/ 6/ 3
------------------------------------------------------------------------------------

                              DATA OF PIPE

 +    0    0    2
 +    3    4      .250
 +    2    5    6
 +     1.000     1.200     1.200
 +    1  230  100    20.910     2.920      .000      .000      .000      .000
 +    2  230 1004      .000      .000      .000      .000      .000      .000
 +    3   41    20.000
 +    4   42    50.000
 +    5   43    1
 +    6   45    0
 +    7   -1    2
 +    8   70   147.000   124.000    14.440   208.000   168.000
 +    9   90    20.000   480.000      .981
 +   10   71  12CR1MOV         
 +   10   71    20.000   480.000   147.000   124.000    14.440   208.000   168.000
 +   11   60   133.000     5.000    32.000
 +   12   61   133.000     5.000    32.000
 +   13   10   100   101   81
 +   14    1(  100 10001) 1 1      .000    -3.100      .000
 +   15    0(10001 10002) 1 1                                .200 90.000   1
 +   16    1(10002   101) 1 1      .968      .000      .000
 +   17   10   101   102   81
 +   18    1(  101 10004) 1 1      .790      .000      .000
 +   19    0(10004 10005) 1 1                                .200 90.000   1
 +   20    1(10005   102) 1 1      .000      .000    -2.550
 +   21   10   102   103  120
 +   22    1(  102 10007) 1 1      .000      .000     -.412
 +   23    4(10007 10008) 1 1      .000      .000     -.400    98.000      .000
 +   24    1(10008   103) 1 1      .000      .000    -1.888
 +   25   10   103   104   81
 +   26    1(  103 10010) 1 1      .000      .000    -1.627
 +   27    0(10010 10011) 1 1                                .200 90.000   1
 +   28    1(10011   104) 1 1    -1.120      .000      .000
 +   29   10   104   105   82
                                                       
  GLIF--V/3.1                PIPING STRESS ANALYSIS                     PAGE NO:   2
  SDGJ 6-90                                                TIME:  9/42/30  **/ 6/ 3
------------------------------------------------------------------------------------

                              DATA OF PIPE

 +   30    1(  104 10013) 1 1     -.350      .000      .000
 +   31    0(10013 10014) 1 1                                .200 90.000   1
 +   32    1(10014 10015) 1 1      .000    -3.100      .000
 +   33    0(10015 10016) 1 1                                .200 90.000   1
 +   34    1(10016   105) 1 1     1.400      .000      .000
 +   35   10   105   106  120
 +   36    1(  105   106) 1 1     3.000      .000      .000
 +   37   10   106   107  120
 +   38    1(  106 10019) 1 1      .530      .000      .000
 +   39    0(10019 10020) 1 1                                .200 90.000   1
 +   40    1(10020   107) 1 1      .000      .000    -2.473
 +   41   10   107   108  177
 +   42    1(  107   108) 1 1      .000      .000    -3.600
 +   43   10   108   109   81
 +   44    1(  108 10023) 1 1      .000      .000     -.650
 +   45    0(10023 10024) 1 1                                .200 90.000   1
 +   46    1(10024 10025) 1 1      .000     -.700      .000
 +   47    0(10025 10026) 1 1                                .200 90.000   1
 +   48    1(10026   109) 1 1      .520      .000      .000
 +   49   10   109   110  120
 +   50    1(  109   110) 1 1     3.950      .000      .000
 +   51   10   110   111   81
 +   52    1(  110 10029) 1 1     2.750      .000      .000
 +   53    0(10029 10030) 1 1                                .200 90.000   1
 +   54    1(10030   111) 1 1      .000      .000     -.636
 +   55   10   111     1   81
 +   56    1(  111     1) 1 1      .000      .000    -2.564
 +   57   10     1     2  120
 +   58    1(    1 10033) 1 1      .000      .000     -.900
                                                       
  GLIF--V/3.1                PIPING STRESS ANALYSIS                     PAGE NO:   3
  SDGJ 6-90                                                TIME:  9/42/30  **/ 6/ 3
------------------------------------------------------------------------------------

                              DATA OF PIPE

 +   59    0(10033 10034) 1 1                                .200 90.000   1
 +   60    1(10034     2) 1 1      .000     7.100      .000
 +   61   10     2     3   82
 +   62    1(    2     3) 1 1      .000     9.600      .000
 +   63   10     3     4   81
 +   64    1(    3 10037) 1 1      .000     7.500      .000
 +   65    0(10037 10038) 1 1                                .200 90.000   1
 +   66    1(10038 10039) 1 1      .000      .000    -1.500
 +   67    0(10039 10040) 1 1                                .200 90.000   1
 +   68    1(10040     4) 1 1    -3.750      .000      .000
 +   69   10     4     5  120
 +   70    1(    4     5) 1 1    -9.000      .000      .000
 +   71   10     5     6  177
 +   72    1(    5     6) 1 1    -9.000      .000      .000
 +   73   10     6     7  120
 +   74    1(    6     7) 1 1    -9.000      .000      .000
 +   75   10     7     8   81
 +   76    1(    7     8) 1 1    -9.000      .000      .000
 +   77   10     8     9   81
 +   78    1(    8 10046) 1 1    -3.900      .000      .000
 +   79    0(10046 10047) 1 1                                .200 90.000   1
 +   80    1(10047 10048) 1 1      .000     1.800      .000
 +   81    0(10048 10049) 1 1                                .200 90.000   1
 +   82    1(10049     9) 1 1      .000      .000    -1.480
 +   83   10     9  1004  100
 +   84    1(    9 10051) 1 1      .000      .000     -.400
 +   85    4(10051 10052) 1 1      .000      .000     -.400    65.500      .000
 +   86    1(10052 10053) 1 1      .000      .000     -.620
 +   87    0(10053 10054) 1 1                                .200 90.000   1
                                                       
  GLIF--V/3.1                PIPING STRESS ANALYSIS                     PAGE NO:   4
  SDGJ 6-90                                                TIME:  9/42/30  **/ 6/ 3
------------------------------------------------------------------------------------

                              DATA OF PIPE

 +   88    1(10054 10055) 1 1      .000    -2.275      .000
 +   89    4(10055 10056) 1 1      .000     -.400      .000    65.500      .000
 +   90    1(10056  1004) 1 1      .000     -.400      .000
 +   91   10     1     1    1
 +   92   10     1     1    1
          THIS PIPING STRUCTURE CONTAINS  0  COLD SPRINGS,
  2 ANCHORS,
           0 THREEWAYS AND  57 PIPE ELEMENTS
          THERE ARE   3 RIGID ELEMENTS AND 15 BEND ELEMENTS IN THIS ELEMENTS
                                                       
  GLIF--V/3.1                PIPING STRESS ANALYSIS                     PAGE NO:   5
  SDGJ 6-90                                                TIME:  9/42/30  **/ 6/ 3
------------------------------------------------------------------------------------


                              PIPING PARAMETERS

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

  1 133.00   5.00 480.00  20.00    .98 146.997 124.000 208.006 167.994 14.440   32.0
                                                       
  GLIF--V/3.1                PIPING STRESS ANALYSIS                     PAGE NO:   6
  SDGJ 6-90                                                TIME:  9/42/30  **/ 6/ 3
------------------------------------------------------------------------------------


                         REACTION OF PINING ON ANCHORS

                                                            CASE No:    1     [N,N-m]        

POINT TYPE       FX          FY          FZ          MX          MY          MZ
  100  100       -1.84     -817.65        1.21       -8.39        7.04        5.72
 1004 1004      -12.66     -960.03         .39      -38.81      -32.80       81.89
                                                       
  GLIF--V/3.1                PIPING STRESS ANALYSIS                     PAGE NO:   7
  SDGJ 6-90                                                TIME:  9/42/30  **/ 6/ 3
------------------------------------------------------------------------------------


                          REACTION OF PINING ON ANCHORS (WORK-INITIAL)

                                                            CASE No:    2     [N,N-m]        

POINT TYPE       FX          FY          FZ          MX          MY          MZ
  100  100     -287.84     -494.67      662.19    -1305.78       68.68     -625.91
 1004 1004    -2973.24     -772.08     -204.96     -877.99    -5673.09     5775.80
                                                       
  GLIF--V/3.1                PIPING STRESS ANALYSIS                     PAGE NO:   8
  SDGJ 6-90                                                TIME:  9/42/30  **/ 6/ 3
------------------------------------------------------------------------------------


                          REACTION OF PIPING ON ANCHORS (COLD-RELEASE)

                                                            CASE No:    3     [N,N-m]        

                                        CR-SCALE:   .478     START:10053     END:10054

POINT TYPE       FX          FY          FZ          MX          MY          MZ
  100  100      169.35    -1107.71     -389.24      761.87      -41.09      289.18
 1004 1004     1760.42     -897.87      123.28      355.54     3345.71    -3403.77
                                                       
  GLIF--V/3.1                PIPING STRESS ANALYSIS                     PAGE NO:   9
  SDGJ 6-90                                                TIME:  9/42/30  **/ 6/ 3
------------------------------------------------------------------------------------


                                 CW-DISPLACEMENT (cold/work-status)
                                                            CASE No:    4     [mm]           

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

  101   2103    -1.    -1.     0.     26.   -17.     3.  203           100          
  102   1104     0.    -1.     0.     12.    -8.   -16.  104            63          
  103    120     0.     0.     0.    -13.     0.   -34.   -             -           
  104   1104     1.     1.     0.    -35.     4.   -39.  104            69          
  105   1201    -1.     1.    -1.    -33.   -12.     1.  2X101         2X 53        
  106    120    -1.     0.     0.    -13.     0.    35.   -             -           
  107    120     0.     0.     0.     -1.     0.    24.   -             -           
  108    177     0.     0.     0.      0.     0.     0.   -             -           
  109   1104     0.     0.     0.      4.    -4.    -2.  104            50          
  110    120     0.     0.     0.     30.     0.     8.   -             -           
  111   1103     0.    -2.    -1.     51.   -10.    13.  103            48          
    1   3102     0.    -1.    -1.     60.   -38.    -4.  202+102       103+ 51      
    2    120     1.     0.     2.    104.     0.   -54.   -             -           
    3   9999     1.     0.     4.    151.    64.   -73.   -             -           
    4   9999     0.     0.     3.    120.    77.   -70.   -             -           
    5    120     0.     0.     1.     60.     0.   -23.   -             -           
    6    177     0.     0.     0.      0.     0.     0.   -             -           
    7    120     0.     0.    -1.    -60.     0.    55.   -             -           
    8   1105     0.    -4.    -1.   -119.    -7.    75.  105            59          
    9   2106     2.     2.    -1.    -64.    22.     7.  206           128          
                                                       
  GLIF--V/3.1                PIPING STRESS ANALYSIS                     PAGE NO:  10
  SDGJ 6-90                                                TIME:  9/42/30  **/ 6/ 3
------------------------------------------------------------------------------------


                           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
  101 2103     -904.10     -774.33     -904.10        1.50     -373.39    -1729.54 Fy
  102 1104    -1681.18    -1500.03    -1681.18        1.50     -353.87    -2875.64 Fy
  103  120     -932.38    -1065.69     -982.57        1.50     -280.28    -1862.35 Fy
  104 1104    -1557.58    -1644.89    -1557.58        1.50     -587.19    -2923.56 Fy
  105 1201     -856.13     -698.24     -856.13        1.50     -314.13    -1598.32 Fy
  106  120     -862.99     -908.33     -929.59        1.50     -322.30    -1728.73 Fy
  107  120    -1045.49    -1045.56    -1188.62        1.50     -388.35    -2099.79 Fy
  108  177       -4.56      -11.64      321.67      196.38       -2.08      321.67 Fx
  108  177     -420.57     -421.41     -227.55      114.59     -156.23      787.93 Fy
  108  177        8.15        5.00     -622.60     -371.64        3.79      622.60 Fz
  108  177      533.30      543.66      285.19     -151.73      198.10      543.66 Mx
  108  177        8.22       -8.26      -78.11      -43.19        2.31       78.11 My
  108  177        1.82       18.76      594.19      342.34        1.02      594.19 Mz
  109 1104    -1296.02    -1198.03    -1296.02        1.50     -481.24    -2425.28 Fy
  110  120    -1226.91    -1459.81    -1734.72        1.50     -455.58    -3036.65 Fy
  111 1103     -889.34     -738.22     -889.34        1.50     -330.23    -1664.23 Fy
    1 3102     -643.51     -516.80     -643.51        1.50     -238.95    -1204.22 Fy
    2  120    -3712.88    -3849.12    -3612.03        1.50    -1378.67    -7084.23 Fy
    3 9999    -4299.92    -4299.92    -4299.92        1.50    -1596.65    -8046.53 Fy
    4 9999    -2546.59    -2546.59    -2546.59        1.50     -945.60    -4765.49 Fy
    5  120    -2850.33    -2852.51    -2503.92        1.50    -1058.39    -5336.06 Fy
    6  177       19.05      -23.32     2939.41     1747.89        7.13     2939.41 Fx
    6  177    -2798.70    -2760.32    -2910.00      -84.18    -1039.27     5348.62 Fy
    6  177       -9.75      -10.76      165.37      104.08       -3.64      165.37 Fz
    6  177      -72.23      -92.51      -97.74       -5.40      -26.49       97.74 Mx
    6  177      165.60      116.05     2184.88     1218.25       61.22     2184.88 My
    6  177      -38.28     -149.02     -877.59     -443.61      -14.05      877.59 Mz
    7  120    -2901.37    -3024.34    -3173.56        1.50    -1077.12    -5824.33 Fy
    8 1105    -2423.09    -2150.70    -2423.09        1.50     -900.34    -4534.98 Fy
    9 2106    -2588.10    -3137.97    -2588.10        1.50     -852.47    -4734.61 Fy
                                                       
  GLIF--V/3.1                PIPING STRESS ANALYSIS                     PAGE NO:  11
  SDGJ 6-90                                                TIME:  9/42/30  **/ 6/ 3
------------------------------------------------------------------------------------


                          REACTION OF PINING ON ANCHORS (COLD-INITIAL)

                                                            CASE No:    4     [N,N-m]        

POINT TYPE       FX          FY          FZ          MX          MY          MZ
  100  100        2.32    -1024.83        2.43       -2.65      -17.36     -183.06
 1004 1004       32.64     -597.24        3.33     -252.48       54.66     -163.43
                                                       
  GLIF--V/3.1                PIPING STRESS ANALYSIS                     PAGE NO:  12
  SDGJ 6-90                                                TIME:  9/42/30  **/ 6/ 3
------------------------------------------------------------------------------------


                             TOTAL MAX STRESS TABLE

                                                                      [MPa]       

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

    1    1         6         7    5   1.000  1.000       41.823      124.000  -ok-
    1    3     10053     10054    4   2.304  1.000      301.507      325.200  -ok-


    Total Weight=   3896.69      Total Force=   3896.69      Total Load=   3896.69

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