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                    $                                                 $
                    $                  GLIF---V/3.1                   $
                    $      STRESS ANALYSIS OF 12.txt       PIPING     $
                    $                    12out.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:  8/ 2/11  **/10/ 8
------------------------------------------------------------------------------------

                              DATA OF PIPE

 +    0    0    3
 +    3    4      .250
 +    2    4    5
 +     1.000     1.200     1.200
 +    1   12     1.000
 +    2   -1    2
 +    3   71  A3               
 +    3   71    20.000   200.000   124.000   115.000    13.000   206.000   192.000
 +    4   90    20.000   318.000     1.275
 +    4   90    20.000   318.000   124.000   115.000    13.000   206.000   192.000
 +    5  290 1000
 +    6  290 1001
 +    7  230  101     2.500     1.700    -4.700      .000      .000      .000
 +    8  230  102     2.500    -1.700    -4.700      .000      .000      .000
 +    9  230  105      .000      .000      .000      .000      .000      .000
 +   10  230  108      .000      .000      .000      .000      .000      .000
 +   11  240 1006      .000      .000      .000
 +   12  240 1007   -20.000      .000      .000
 +   13  250  101      .000      .000      .000
 +   14  250  102      .000    -1.000      .000
 +   15  250  103      .190     3.750    -5.400
 +   16  250  104     8.260   -22.850    -4.467
 +   17  250  105    12.760   -22.850    -4.467
 +   18  250  106     8.760    -8.750    16.100
 +   19  250  107     2.060     7.700    16.100
 +   20  250  108      .965     -.500      .600
 +   21  215  305        .0        .0  -30000.0        .0        .0        .0
 +   22  215  309        .0        .0  -10000.0        .0        .0        .0
 +   23  330  301   355.500     9.000   235.500     7.000
 +   24  330  302   355.500     9.000   235.500     7.000
 +   25  330  304   355.500     9.000   209.500     7.000
 +   26  330  305   355.500     9.000   209.500     7.000
 +   27  330  306   355.500     9.000   355.500     9.000
 +   28  330  307   311.000     8.000   159.500     6.000
 +   29  330  308   355.500     9.000   159.500     6.000
                                                       
  GLIF--V/3.1                PIPING STRESS ANALYSIS                     PAGE NO:   2
  SDGJ 6-90                                                TIME:  8/ 2/11  **/10/ 8
------------------------------------------------------------------------------------

                              DATA OF PIPE

 +   30  330  309   355.500     9.000   133.500     6.000
 +   31  330  310   185.500     6.000   159.500     6.000
 +   32  300  311     1.000
 +   33   10   101  1000  100
 +   34   60   478.000     7.000   110.000
 +   35   61   478.000     7.000   110.000
 +   36    1(  101  1000) 1 1      .000      .000    -1.000
 +   37   10  1000     1   81
 +   38    1( 1000 10002) 1 1      .000      .000    -1.200
 +   39    0(10002 10003) 1 1                                .500 90.000   1
 +   40    1(10003 10004) 1 1      .000     2.400      .000
 +   41    0(10004 10005) 1 1                                .500 90.000   1
 +   42    1(10005     1) 1 1     3.315      .000      .000
 +   43   10     1     2   81
 +   44    1(    1 10007) 1 1      .985      .000      .000
 +   45    0(10007 10008) 1 1                                .500 90.000   1
 +   46    1(10008 10009) 1 1      .000      .000    -3.200
 +   47    0(10009 10010) 1 1                                .500 90.000   1
 +   48    1(10010 10011) 1 1      .000    -2.050      .000
 +   49    0(10011 10012) 1 1                                .500 90.000   1
 +   50    1(10012     2) 1 1    -2.415      .000      .000
 +   51   10     2   301  100
 +   52    1(    2   301) 1 1    -1.695      .000      .000
 +   53   10   301   201  120
 +   54   60   720.000     9.000   200.000
 +   55   61   720.000     9.000   200.000
 +   56    1(  301   201) 1 1      .000     -.850      .000
 +   57   10   201   302  100
 +   58    1(  201   302) 1 1      .000     -.850      .000
                                                       
  GLIF--V/3.1                PIPING STRESS ANALYSIS                     PAGE NO:   3
  SDGJ 6-90                                                TIME:  8/ 2/11  **/10/ 8
------------------------------------------------------------------------------------

                              DATA OF PIPE

 +   59   10   302     3   81
 +   60   60   478.000     7.000   110.000
 +   61   61   478.000     7.000   110.000
 +   62    1(  302     3) 1 1     1.695      .000      .000
 +   63   10     3  1007  100
 +   64    1(    3  1007) 1 1      .500      .000      .000
 +   65   10  1007     4   81
 +   66    1( 1007 10019) 1 1     1.915      .000      .000
 +   67    0(10019 10020) 1 1                                .500 90.000   1
 +   68    1(10020 10021) 1 1      .000    -2.050      .000
 +   69    0(10021 10022) 1 1                                .500 90.000   1
 +   70    1(10022 10023) 1 1      .000      .000     3.200
 +   71    0(10023 10024) 1 1                                .500 90.000   1
 +   72    1(10024     4) 1 1     -.985      .000      .000
 +   73   10     4  1006  100
 +   74    1(    4  1006) 1 1    -1.000      .000      .000
 +   75   10  1006   311  100
 +   76    1( 1006 10027) 1 1    -2.315      .000      .000
 +   77    0(10027 10028) 1 1                                .500 90.000   1
 +   78    1(10028 10029) 1 1      .000     2.400      .000
 +   79    0(10029 10030) 1 1                                .500 90.000   1
 +   80    1(10030   311) 1 1      .000      .000     1.300
 +   81   10   311  1001  100
 +   82    1(  311  1001) 1 1      .000      .000      .100
 +   83   10  1001   102  100
 +   84    1( 1001   102) 1 1      .000      .000      .800
 +   85   10   311   108  100
 +   86   60   108.000     4.000    18.000
 +   87   61   108.000     4.000    18.000
                                                       
  GLIF--V/3.1                PIPING STRESS ANALYSIS                     PAGE NO:   4
  SDGJ 6-90                                                TIME:  8/ 2/11  **/10/ 8
------------------------------------------------------------------------------------

                              DATA OF PIPE

 +   88    1(  311 10034) 1 1      .965      .500      .000
 +   89    0(10034 10035) 1 1                                .152 90.000   1
 +   90    1(10035   108) 1 1      .000      .000     1.500
 +   91   10   302  1100  110
 +   92   60   720.000     9.000   200.000
 +   93   61   720.000     9.000   200.000
 +   94    1(  302  1100) 1 1      .000    -2.049      .000
 +   95   10  1100     5   81
 +   96    1( 1100     5) 1 1      .000     -.001      .000
 +   97   10     5     6   81
 +   98    1(    5 10039) 1 1      .000    -1.450      .000
 +   99    0(10039 10040) 1 1                                .750 90.000   1
 +  100    1(10040 10041) 1 1      .000      .000     4.600
 +  101    0(10041 10042) 1 1                                .750 90.000   1
 +  102    1(10042 10043) 1 1      .000    -2.750      .000
 +  103    0(10043 10044) 1 1                                .750 90.000   1
 +  104    1(10044     6) 1 1     2.570      .000      .000
 +  105   10     6   304  100
 +  106    1(    6   304) 1 1     5.000      .000      .000
 +  107   10   304     7  130
 +  108    1(  304     7) 1 1     1.000      .000      .000
 +  109   10     7   305  100
 +  110    1(    7 10048) 1 1     2.000      .000      .000
 +  111    0(10048 10049) 1 1                                .750 90.000   1
 +  112    1(10049   305) 1 1      .000    -1.214      .000
 +  113   10   305   307  100
 +  114   60   426.000     7.000    90.000
 +  115   61   426.000     7.000    90.000
 +  116    1(  305 10051) 1 1      .000      .000     1.600
                                                       
  GLIF--V/3.1                PIPING STRESS ANALYSIS                     PAGE NO:   5
  SDGJ 6-90                                                TIME:  8/ 2/11  **/10/ 8
------------------------------------------------------------------------------------

                              DATA OF PIPE

 +  117    4(10051 10052) 1 1      .000      .000      .500   490.000      .000
 +  118    4(10052 10053) 1 1      .000     -.440      .000   490.000      .000
 +  119   60   630.000     8.000   160.000
 +  120   61   630.000     8.000   160.000
 +  121    1(10053 10054) 1 1      .000     -.946      .000
 +  122    0(10054 10055) 1 1                                .650 90.000   1
 +  123    1(10055 10056) 1 1    -2.000      .000      .000
 +  124    0(10056 10057) 1 1                                .650 90.000   1
 +  125    1(10057   307) 1 1      .000      .000     1.500
 +  126   10   304   307  100
 +  127   60   426.000     7.000    90.000
 +  128   61   426.000     7.000    90.000
 +  129    1(  304 10059) 1 1      .000      .000     1.000
 +  130    5(10059 10060) 1 1      .000      .000      .240   426.000     5.000    12.000   325.000     5.000    19.520
 +  131   60   325.000     6.000    70.000
 +  132   61   325.000     6.000    70.000
 +  133    1(10060 10061) 1 1      .000      .000     1.210
 +  134    4(10061 10062) 1 1      .000      .000      .500   690.000      .000
 +  135    1(10062 10063) 1 1      .000      .000      .650
 +  136    0(10063 10064) 1 1                                .350 90.000   1
 +  137    1(10064 10065) 1 1      .000    -2.600      .000
 +  138    0(10065 10066) 1 1                                .350 90.000   1
 +  139    1(10066   307) 1 1     1.000      .000      .000
 +  140   10   307    13   82
 +  141   60   630.000     8.000   160.000
 +  142   61   630.000     8.000   160.000
 +  143    1(  307    13) 1 1      .000      .000     1.000
 +  144   10    13    14   82
 +  145    1(   13    14) 1 1      .000      .000     5.000
                                                       
  GLIF--V/3.1                PIPING STRESS ANALYSIS                     PAGE NO:   6
  SDGJ 6-90                                                TIME:  8/ 2/11  **/10/ 8
------------------------------------------------------------------------------------

                              DATA OF PIPE

 +  146   10    14   106  100
 +  147    1(   14 10070) 1 1      .000      .000     5.850
 +  148    0(10070 10071) 1 1                                .650 45.000   1
 +  149    1(10071   106) 1 1      .000     1.450     1.450
 +  150   10   305     8  130
 +  151   60   720.000     9.000   200.000
 +  152   61   720.000     9.000   200.000
 +  153    1(  305     8) 1 1      .000    -1.686      .000
 +  154   10     8     9   81
 +  155    1(    8     9) 1 1      .000    -4.500      .000
 +  156   10     9    10   81
 +  157    1(    9 10075) 1 1      .000    -1.660      .000
 +  158    4(10075 10076) 1 1      .000    -2.680      .000   830.000      .000
 +  159    1(10076    10) 1 1      .000    -1.810      .000
 +  160   10    10   306  100
 +  161    1(   10 10078) 1 1      .000    -1.700      .000
 +  162    0(10078 10079) 1 1                                .750 90.000   1
 +  163    1(10079 10080) 1 1      .000      .000    -1.700
 +  164    4(10080 10081) 1 1      .000      .000     -.900  1700.000      .000
 +  165    1(10081   306) 1 1      .000      .000    -1.067
 +  166   10   306    11  130
 +  167    1(  306    11) 1 1    -2.000      .000      .000
 +  168   10    11   104  100
 +  169    1(   11   104) 1 1     -.500      .000      .000
 +  170   10   306   105  100
 +  171    1(  306   105) 1 1     2.000      .000      .000
 +  172   10   301   308  100
 +  173    1(  301   308) 1 1      .000      .865      .000
 +  174   10   308   309  100
                                                       
  GLIF--V/3.1                PIPING STRESS ANALYSIS                     PAGE NO:   7
  SDGJ 6-90                                                TIME:  8/ 2/11  **/10/ 8
------------------------------------------------------------------------------------

                              DATA OF PIPE

 +  175    1(  308   309) 1 1      .000      .835      .000
 +  176   10   309  1101  100
 +  177    1(  309  1101) 1 1      .000     1.149      .000
 +  178   10  1101    16   81
 +  179    1( 1101    16) 1 1      .000      .001      .000
 +  180   10    16   103  100
 +  181    1(   16   103) 1 1      .000      .550      .000
 +  182   10   308    15   81
 +  183   60   325.000     6.000    70.000
 +  184   61   325.000     6.000    70.000
 +  185    1(  308    15) 1 1     1.295      .000      .000
 +  186   10    15    18  130
 +  187    1(   15 10092) 1 1      .825      .000      .000
 +  188    0(10092 10093) 1 1                                .350 90.000   1
 +  189    1(10093 10094) 1 1      .000     2.985      .000
 +  190    4(10094 10095) 1 1      .000      .500      .000   690.000      .000
 +  191    1(10095    18) 1 1      .000     1.000      .000
 +  192   10    18   310  100
 +  193    1(   18 10097) 1 1      .000      .600      .000
 +  194    0(10097 10098) 1 1                                .350 90.000   1
 +  195    1(10098 10099) 1 1    -2.120      .000      .000
 +  196    0(10099 10100) 1 1                                .350 90.000   1
 +  197    1(10100   310) 1 1      .000      .000     3.500
 +  198   10   309    17 1109
 +  199   60   273.000     7.000    65.000
 +  200   61   273.000     7.000    65.000
 +  201    1(  309 10102) 1 1      .000      .000      .775
 +  202    4(10102 10103) 1 1      .000      .000      .350   250.000      .000
 +  203    4(10103 10104) 1 1      .000      .300      .000   250.000      .000
                                                       
  GLIF--V/3.1                PIPING STRESS ANALYSIS                     PAGE NO:   8
  SDGJ 6-90                                                TIME:  8/ 2/11  **/10/ 8
------------------------------------------------------------------------------------

                              DATA OF PIPE

 +  204   60   377.000     6.000    75.000
 +  205   61   377.000     6.000    75.000
 +  206    1(10104 10105) 1 1      .000     2.350      .000
 +  207    0(10105 10106) 1 1                                .400 90.000   1
 +  208    1(10106 10107) 1 1      .000      .000     2.375
 +  209    0(10107 10108) 1 1                                .400 90.000   1
 +  210    1(10108    17) 1 1      .000     1.000      .000
 +  211   10    17   310  100
 +  212    1(   17   310) 1 1      .000      .600      .000
 +  213   10   310    19   82
 +  214    1(  310 10111) 1 1      .000     2.850      .000
 +  215    0(10111 10112) 1 1                                .400 90.000   1
 +  216    1(10112 10113) 1 1     1.870      .000      .000
 +  217    0(10113 10114) 1 1                                .400 90.000   1
 +  218    1(10114    19) 1 1      .000      .000     2.500
 +  219   10    19    20 2209
 +  220    1(   19    20) 1 1      .000      .000     6.000
 +  221   10    20    21  140
 +  222    1(   20    21) 1 1      .000      .000     7.300
 +  223   10    21   107  100
 +  224    1(   21 10118) 1 1      .000      .000      .750
 +  225    0(10118 10119) 1 1                                .400 45.000   1
 +  226    1(10119   107) 1 1      .000    -1.450     1.450
 +  227   10     1     1    1
 +  228   10     1     1    1
          THIS PIPING STRUCTURE CONTAINS  2  COLD SPRINGS,
  4 ANCHORS,
          10 THREEWAYS AND 120 PIPE ELEMENTS
          THERE ARE   8 RIGID ELEMENTS AND 29 BEND ELEMENTS IN THIS ELEMENTS
                                                       
  GLIF--V/3.1                PIPING STRESS ANALYSIS                     PAGE NO:   9
  SDGJ 6-90                                                TIME:  8/ 2/11  **/10/ 8
------------------------------------------------------------------------------------


                              PIPING PARAMETERS

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

  1 478.00   7.00 318.00  20.00   1.28 124.000 114.997 206.045 192.021 13.000  110.0
  2 720.00   9.00 318.00  20.00   1.28 124.000 114.997 206.045 192.021 13.000  200.0
  3 108.00   4.00 318.00  20.00   1.28 124.000 114.997 206.045 192.021 13.000   18.0
  4 426.00   7.00 318.00  20.00   1.28 124.000 114.997 206.045 192.021 13.000   90.0
  5 630.00   8.00 318.00  20.00   1.28 124.000 114.997 206.045 192.021 13.000  160.0
  6 325.00   6.00 318.00  20.00   1.28 124.000 114.997 206.045 192.021 13.000   70.0
  7 273.00   7.00 318.00  20.00   1.28 124.000 114.997 206.045 192.021 13.000   65.0
  8 377.00   6.00 318.00  20.00   1.28 124.000 114.997 206.045 192.021 13.000   75.0
                                                       
  GLIF--V/3.1                PIPING STRESS ANALYSIS                     PAGE NO:  10
  SDGJ 6-90                                                TIME:  8/ 2/11  **/10/ 8
------------------------------------------------------------------------------------


                         REACTION OF PINING ON ANCHORS

                                                            CASE No:    1     [N,N-m]        

POINT TYPE       FX          FY          FZ          MX          MY          MZ
  101  101       15.66       76.66    -4568.68    -1572.88     -643.85      100.03
  102  102      -15.35      -91.19    -4689.48     1465.12     -540.85     -231.96
  108  108        1.43        -.26     -310.21        2.00       -2.51        -.06
  105  105       11.83     -137.05   -17710.77     1352.73   -17694.86      882.88
                                                       
  GLIF--V/3.1                PIPING STRESS ANALYSIS                     PAGE NO:  11
  SDGJ 6-90                                                TIME:  8/ 2/11  **/10/ 8
------------------------------------------------------------------------------------


                          REACTION OF PINING ON ANCHORS (WORK-INITIAL)

                                                            CASE No:    2     [N,N-m]        

POINT TYPE       FX          FY          FZ          MX          MY          MZ
  101  101    -1665.78     -148.86    -2455.16      -35.05    -3341.12     1503.45
  102  102    -2258.69     -545.59    -1857.64    -1341.27    -7702.08    -1453.28
  108  108     2395.31      226.87    -1320.49      389.93    -3015.50      189.43
  105  105     6501.04   -10067.81   -28210.26    24511.41   -23445.82    -6885.84
                                                       
  GLIF--V/3.1                PIPING STRESS ANALYSIS                     PAGE NO:  12
  SDGJ 6-90                                                TIME:  8/ 2/11  **/10/ 8
------------------------------------------------------------------------------------


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

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

    1   1110    -1.     0.    -2.     18.     6.    -1.  110            59          
    2   1108     0.     0.    -7.     12.     1.   -12.  108            54          
  201    120     0.     0.   -10.      4.     0.   -15.   -             -           
    3   1108     0.     0.    -6.     10.    -6.   -12.  108            46          
    4   1110     3.     0.     1.     15.   -13.    -1.  110            60          
 1100    110     0.     0.   -10.      0.   -11.   -14.   -             -           
    5   1113     0.     0.   -10.      0.   -11.   -14.  113            43          
    6   1112    -8.     2.    -4.      5.    10.    11.  112            68          
    7    130    -8.     0.     0.     29.    49.     0.   -             -           
   13   2208    -5.     2.     2.     39.    44.    20.  2X208         2X137        
   14   3210    -3.     8.     2.     50.    38.    39.  2X(210+110)   2X(132+ 66)  
    8    130    -7.     0.     0.     32.    47.     0.   -             -           
    9   1110    -4.     0.     0.     19.    30.     5.  110            61          
   10   1112    -1.     0.     0.     -2.     6.    13.  112            67          
   11    130     0.     0.     0.    -15.     1.     0.   -             -           
   16   1109     1.     0.   -11.     10.    14.   -15.  109            54          
   15   1109     1.     0.    -8.     12.     5.   -12.  109            45          
   18    130     4.     0.     0.     24.    21.     0.   -             -           
   17   1109    -4.    -9.    -3.      6.    24.    -1.  109            74          
   19   1206    -1.   -12.    17.     14.    32.     6.  2X106         2X 63        
   20   2209    -2.    -9.    17.      8.    19.    30.  2X209         2X112        
   21    140     0.     0.    17.      0.     0.    58.   -             -           
                                                       
  GLIF--V/3.1                PIPING STRESS ANALYSIS                     PAGE NO:  13
  SDGJ 6-90                                                TIME:  8/ 2/11  **/10/ 8
------------------------------------------------------------------------------------


                           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 1110    -9322.28    -9126.87    -9322.28        1.50         .00   -13983.42 Fz
    2 1108    -5774.71    -4702.73    -5774.71        1.50         .00    -8662.06 Fz
  201  120         .00         .00         .00         .00         .00         .00 Fx
  201  120      213.41     -878.67    10704.15         .00         .00    10704.15 Fy
  201  120         .00         .00         .00         .00         .00         .00 Fz
  201  120         .00         .00         .00         .00         .00         .00 Mx
  201  120         .00         .00         .00         .00         .00         .00 My
  201  120         .00         .00         .00         .00         .00         .00 Mz
    3 1108    -5046.90    -3989.87    -5046.90        1.50         .00    -7570.34 Fz
    4 1110    -9304.82    -9194.16    -9304.82        1.50         .00   -13957.23 Fz
 1100  110       56.14    -2618.67    -4763.63         .00         .00     4763.63 Fx
 1100  110         .00         .00         .00         .00         .00         .00 Fy
 1100  110         .00       -8.60      -24.51         .00         .00       24.51 Fz
 1100  110         .00         .00        -.02         .00         .00         .02 Mx
 1100  110         .00         .00         .00         .00         .00         .00 My
 1100  110         .00         .00         .00         .00         .00         .00 Mz
    5 1113   -20695.25   -15694.42   -20679.76        1.50         .00   -31042.87 Fz
    6 1112   -15470.65   -18616.90   -15470.65        1.50         .00   -23205.97 Fz
    7  130   -23596.51   -34321.43   -30676.55        1.50         .00   -53199.73 Fz
   13 2208   -10162.04   -11892.73   -10162.04        1.50         .00   -15243.06 Fz
   14 3210   -16275.92   -20316.46   -16275.92        1.50         .00   -24413.88 Fz
    8  130   -20263.57    -3238.28    -9454.51        1.50         .00   -30395.35 Fz
    9 1110    -8545.02    -9382.05    -8545.02        1.50         .00   -12817.53 Fz
   10 1112   -14786.66   -18287.51   -14786.66        1.50         .00   -22179.99 Fz
   11  130    -9479.28    -9193.12    -1419.96        1.50         .00   -14218.91 Fz
   16 1109    -8047.83    -6307.09    -8057.64        1.50         .00   -12071.75 Fz
   15 1109    -6609.07    -5178.83    -6609.07        1.50         .00    -9913.61 Fz
   18  130    -7358.61    -5585.84   -12561.88        1.50         .00   -16241.19 Fz
   17 1109    -8749.67    -8594.17    -8749.67        1.50         .00   -13124.50 Fz
   19 1206    -5592.97    -6210.19    -5592.97        1.50         .00    -8389.45 Fz
   20 2209    -9623.17   -13049.62    -9623.17        1.20         .00   -15659.55 Fz
                                                       
  GLIF--V/3.1                PIPING STRESS ANALYSIS                     PAGE NO:  14
  SDGJ 6-90                                                TIME:  8/ 2/11  **/10/ 8
------------------------------------------------------------------------------------


                           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
   21  140      -69.72     -322.31     -209.07         .00         .00      322.31 Fx
   21  140      -61.57     -493.94     -168.75         .00         .00      493.94 Fy
   21  140         .00         .00         .00         .00         .00         .00 Fz
   21  140         .00         .00         .00         .00         .00         .00 Mx
   21  140         .00         .00         .00         .00         .00         .00 My
   21  140         .00         .00         .00         .00         .00         .00 Mz
                                                       
  GLIF--V/3.1                PIPING STRESS ANALYSIS                     PAGE NO:  15
  SDGJ 6-90                                                TIME:  8/ 2/11  **/10/ 8
------------------------------------------------------------------------------------


                             COLD SPRING JOINT POINT

                                                            CASE No:    4     [mm]           

POINT TYPE      DFX         DFY         DFZ         DBX         DBY         DBZ

 1007 1007         .23        -.51       -4.83       20.23        -.51       -4.83
 1006 1006        2.99         .39         .01        2.99         .39         .01
                                                       
  GLIF--V/3.1                PIPING STRESS ANALYSIS                     PAGE NO:  16
  SDGJ 6-90                                                TIME:  8/ 2/11  **/10/ 8
------------------------------------------------------------------------------------


                          REACTION OF PINING ON ANCHORS (COLD-INITIAL)

                                                            CASE No:    4     [N,N-m]        

POINT TYPE       FX          FY          FZ          MX          MY          MZ
  101  101     -687.45      324.35    -5439.06    -2223.06     2008.48     1131.82
  102  102     4699.53     -116.64    -7395.30     4913.95   -10076.70     6466.12
  108  108       29.28       59.72     -150.85       65.99      -22.66        4.39
  105  105    -1099.50     1105.17   -16116.30    -2303.60   -16150.37     5780.95
                                                       
  GLIF--V/3.1                PIPING STRESS ANALYSIS                     PAGE NO:  17
  SDGJ 6-90                                                TIME:  8/ 2/11  **/10/ 8
------------------------------------------------------------------------------------


                           DISPLACEMENT OF RESTRAINTS

                                                            CASE No:    5     [mm,mrad]      

POINT TYPE       DX          DY          DZ          SX          SY          SZ
    1   81       17.47        6.50       -4.09         .41       -2.54       -1.50
    2   81       13.72         .04      -17.25       -1.36       -2.71       -1.93
  201  120        5.53         .00      -20.81       -1.42       -2.84       -1.91
    3   81       10.47       -6.36      -15.25       -1.33       -2.32       -1.72
    4   81       14.65      -13.10         .30       -2.42       -2.74        -.39
 1100  110         .00      -11.22      -16.28       -1.71       -2.88       -1.89
    5   81         .00      -11.23      -16.28       -1.71       -2.88       -1.89
    6   81        1.14       12.75       12.54       -2.66        1.97        6.20
    7  130       24.37       49.08         .00       -2.48        2.22        5.69
   13   82       36.14       45.47       20.44         .86        2.56        2.25
   14   82       48.94       41.18       39.81         .86        2.56        2.25
    8  130       28.53       47.01         .00       -1.51        2.82       -2.24
    9   81       16.60       29.59        6.04       -1.20        2.60       -2.97
   10   81       -2.27        5.77       12.90       -1.05        2.43       -3.01
   11  130      -15.49         .42         .00         .26        -.03        -.15
   16   81       12.61       14.33      -25.57       -1.22       -2.96       -1.91
   15   81       13.83        4.09      -18.64        -.59       -3.88       -2.02
   18  130       30.56       19.66         .00        3.23       -9.59       -3.05
   17 1109        4.82       22.02       -9.29         .80       -4.00       -1.92
   19   82       15.89       27.85        5.33        1.57       -1.19       -2.86
   20 2209        8.73       16.62       28.56        2.12       -1.20       -2.86
   21  140         .00         .00       56.84        2.35       -1.20       -2.86
                                                       
  GLIF--V/3.1                PIPING STRESS ANALYSIS                     PAGE NO:  18
  SDGJ 6-90                                                TIME:  8/ 2/11  **/10/ 8
------------------------------------------------------------------------------------


                               LOAD OF RESTRAINTS

                                                            CASE No:    5     [N,N-m]        

POINT TYPE       FX          FY          FZ          MX          MY          MZ
    1   81         .00         .00    -9758.06         .00         .00         .00
    2   81         .00         .00    -6199.66         .00         .00         .00
  201  120         .00     9731.01         .00         .00         .00         .00
    3   81         .00         .00    -5313.81         .00         .00         .00
    4   81         .00         .00    -9148.27         .00         .00         .00
 1100  110    -3484.61         .00      -27.62        -.02         .00         .00
    5   81         .00         .00   -21639.30         .01         .00         .00
    6   81         .00         .00   -15172.11         .00         .00         .00
    7  130         .00         .00   -44439.53         .00         .00         .00
   13   82         .00         .00   -10118.44         .00         .00         .00
   14   82         .00         .00   -16224.28         .00         .00         .00
    8  130         .00         .00   -29667.56         .00         .00         .00
    9   81         .00         .00    -8450.51         .00         .00         .00
   10   81         .00         .00   -14743.02         .00         .00         .00
   11  130         .00         .00     -402.78         .00         .00         .00
   16   81       -3.68         .00    -9288.42         .01         .00         .00
   15   81         .00         .00    -7341.76         .00         .00         .00
   18  130         .00         .00   -14984.04         .00         .00         .00
   17 1109         .00         .00    -9672.01         .00         .00         .00
   19   82         .00         .00    -5687.40         .00         .00         .00
   20 2209         .00         .00    -9734.86         .00         .00         .00
   21  140     -288.49     -263.99         .00         .00         .00         .00
                                                       
  GLIF--V/3.1                PIPING STRESS ANALYSIS                     PAGE NO:  19
  SDGJ 6-90                                                TIME:  8/ 2/11  **/10/ 8
------------------------------------------------------------------------------------


                         REACTION OF PINING ON ANCHORS

                                                            CASE No:    5     [N,N-m]        

POINT TYPE       FX          FY          FZ          MX          MY          MZ
  101  101    -1569.70       86.87    -3383.33    -1130.06    -2213.57     1311.80
  102  102    -2808.66     -505.45    -1791.97    -1854.39    -6993.92    -2316.12
  108  108     2393.97      220.13    -1333.36      382.12    -3015.18      188.84
  105  105     5758.39    -9268.57   -27484.52    23093.86   -22348.64    -3200.94
                                                       
  GLIF--V/3.1                PIPING STRESS ANALYSIS                     PAGE NO:  20
  SDGJ 6-90                                                TIME:  8/ 2/11  **/10/ 8
------------------------------------------------------------------------------------


                                                        Output point number:  1000

      Case          Fx             Fy             Fz             Mx             My             Mz        Start       End

         1         15.661         76.655      -3489.915      -1649.533       -628.187        100.030       101      1000


         2      -1665.784       -148.861      -1376.385        113.807      -5006.900       1503.452       101      1000


         3      -1359.281       -397.965       -156.081       1350.282      -7606.364        972.655       101      1000


         4       -687.452        324.354      -4360.288      -2547.410       1321.026       1131.818       101      1000


         5        111.747        312.387      -4418.093      -2980.272        595.448        -91.623       101      1000


      Case          Dx             Dy             Dz             Sx             Sy             Sz   

         1           .000           .000           .000           .000           .000           .000

         2           .000           .000           .000           .000           .000           .000

         3          2.551          1.723         -8.572           .047          -.106           .019

         4          -.020          -.006           .000          -.013           .039           .023

         5          2.541          1.712         -8.573           .025          -.085           .015
                                                       
  GLIF--V/3.1                PIPING STRESS ANALYSIS                     PAGE NO:  21
  SDGJ 6-90                                                TIME:  8/ 2/11  **/10/ 8
------------------------------------------------------------------------------------


                                                        Output point number:  1001

      Case          Fx             Fy             Fz             Mx             My             Mz        Start       End

         1         15.351         91.195       3826.466      -1538.075        553.133        231.962       311      1001


         2       2258.692        545.595        994.619        904.797       9509.035       1453.277       311      1001


         3       5628.047        513.676      -1486.046       3921.373       7242.950       6163.322       311      1001


         4      -4699.532        116.638       6532.289      -5007.258       6317.072      -6466.121       311      1001


         5        565.324         51.049       3760.798       -992.839        284.945       1094.802       311      1001


      Case          Dx             Dy             Dz             Sx             Sy             Sz   

         1           .000           .000           .000           .000           .000           .000

         2           .000           .000           .000           .000           .000           .000

         3          2.520         -1.731         -7.797          -.076          -.060          -.104

         4           .045           .019          -.001           .047          -.103           .118

         5          2.517         -1.734         -7.797          -.084          -.053          -.121
                                                       
  GLIF--V/3.1                PIPING STRESS ANALYSIS                     PAGE NO:  22
  SDGJ 6-90                                                TIME:  8/ 2/11  **/10/ 8
------------------------------------------------------------------------------------


                             TOTAL MAX STRESS TABLE

                                                                      [MPa]       

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

    1    1     10023     10024    5   4.258  1.000       30.154      115.000  -ok-
    2    1       306       105    0   3.568  1.000       38.584      115.000  -ok-
    3    1       311     10034    0   1.000  1.000        8.992      115.000  -ok-
    4    1       305     10051    0   3.568  1.000       29.815      115.000  -ok-
    5    1     10070     10071    0   4.739  1.000       28.778      115.000  -ok-
  555    1     10059     10060    0   1.000  1.000       20.499      115.000  -ok-
    6    1     10093     10094    4   1.000  1.000       28.833      115.000  -ok-
    7    1       309     10102    0   3.568  1.000       15.858      115.000  -ok-
    8    1       310     10111    0   3.030  1.000       27.655      115.000  -ok-
    1    3       302         3    0   4.758  1.000       95.767      286.800  -ok-
    2    3       305         8    0   4.758  1.000      134.951      286.800  -ok-
    3    3     10035       108    4   1.000  1.000      106.969      286.800  -ok-
    4    3       305     10051    0   4.758  1.000      189.842      286.800  -ok-
    5    3       307        13    0   4.707  1.000      201.380      286.800  -ok-
  555    3     10059     10060    0   1.167  1.000       73.430      286.800  -ok-
    6    3       308        15    0   4.758  1.000      134.378      286.800  -ok-
    7    3       309     10102    0   4.758  1.000       64.940      286.800  -ok-
    8    3     10111     10112    2   5.312  1.000       85.059      286.800  -ok-
    1    5     10007     10008    0   4.258  1.200       39.213      138.000  -ok-
    2    5       306       105    0   3.568  1.200       44.127      138.000  -ok-
    3    5       311     10034    0   1.000  1.200        9.394      138.000  -ok-
    4    5       305     10051    0   3.568  1.200       37.382      138.000  -ok-
    5    5     10054     10055    2   4.739  1.200       29.025      138.000  -ok-
  555    5     10059     10060    0   1.000  1.200       23.997      138.000  -ok-
    6    5       308        15    0   3.568  1.200       67.144      138.000  -ok-
    7    5       309     10102    0   3.568  1.200      103.825      138.000  -ok-
    8    5     10105     10106    0   3.984  1.200       39.929      138.000  -ok-


    Total Weight=  24674.63      Total Force=  24674.63      Total Load=  24674.63

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