SOLVER_VERSION = 5.5 - x64
Solver directory = C:\Program Files\Dlubal\RFEM 5.23\

            RFEM64.exe ... 10.06.2020 19:42:14 ... 5.23.01.154631
           SolverM.exe ... 02.06.2020 11:29:45 ... 1.0.101.15659
          SolverMe.dll ... 02.06.2020 11:29:45 ... 1.0.101.15659
          Solver64.exe ... 02.06.2020 11:29:45 ... 5.72.0.17865
    SolverExeLib64.dll ... 02.06.2020 11:29:45 ... 1.13.16.3
             For64.dll ... 02.06.2020 11:29:45 ... 5.72.0.17865
          NEPR1064.DLL ... 02.06.2020 11:29:45 ... 5.72.0.17865
          NEPR1464.DLL ... 02.06.2020 11:29:45 ... 5.72.0.17865
          NEPR1564.DLL ... 02.06.2020 11:29:45 ... 5.72.0.17865
            NEXX64.DLL ... 02.06.2020 11:29:45 ... 5.72.0.17905
        SOLVELIB64.DLL ... 02.06.2020 11:29:45 ... 5.72.0.17905
          SOILIN64.DLL ... 02.06.2020 11:29:45 ... 5.72.0.17865
           SPRUT64.DLL ... 02.06.2020 11:29:45 ... 5.72.0.17865
        FEMDYNAM64.DLL ... 02.06.2020 11:29:45 ... 5.72.0.17865
         NEWMARK64.DLL ... 02.06.2020 11:29:45 ... 5.72.0.17865
        FemPnLin64.dll ... 02.06.2020 11:29:45 ... 5.72.0.17865
         FemTors64.dll ... 02.06.2020 11:29:45 ... 5.72.0.17865

********************************************************************************
*******                                                                  *******
****                                                                        ****

Vstup do FORTRANovskych modulu


Start: 07:09:52,10
NEPR14 30.06.2020 07:09:52,54 --- Start                                         
  PRON000001
NEPR14 30.06.2020 07:09:54,85 --- Finish                                        

NEPR successful

*** SOLVER 552_64 *** Info ***
********************************************************************************
Date:                         30. 6.2020
Name:                         Data
Work directory:               C:\Users\florir\AppData\Local\Temp\Dlubal\~RF5.23.01.1546310\RFEMxBeispielx04\!SOLVER\
Prog directory:               C:\Program Files\Dlubal\RFEM 5.23\                                                                                                                                                                                                                              

Memory status before allocation 1:
  Virtual memory free:                    134212836 [MB]
  Physical memory free:                       14524 [MB]
*** READ_PROBAT, number of combi:           14
=============== BatchCalculation (index, nc):       1       1  ===============
** OMP_INIC - num_threads (omp, mkl):        8       4
** OMP_INIC - reduction:        4
Memory status after allocation 2:    1 [MB]
  Virtual memory free:                    134212833 [MB]
  Physical memory free:                       14524 [MB]


*** SOLVER 552 *** Solution ***
********************************************************************************
Start:                                   07:09:55 ***

Equations solving:                       07:09:55,24
** MEMSTATF [MB]:        14523
** MEMSTATEX [MB]:        14523           1
** OOC RAM [MB]: 13616
** INIC SPAR - IC+OOC:                               0
** LDL Factor
** Required RAM [MB]:           13
- - - - - - - - - - - - - - - - - - - - - - - - -
  NNC, INCR, ITER, ITER2:            1         1         1     0
Equations assembling:                    07:09:55,39
2D stiffness matrices:                   07:09:55,39
Right hand sides assembling:             07:09:55,41
Equations solving:                       07:09:55,42
** SOLVE, IC:     0
Min., max.:       40     0.34502345E+07    0.13105233E+17
** BACK:     0    4
Internal forces evaluation:              07:09:55,69
- - - - - - - - - - - - - - - - - - - - - - - - -
  NNC, INCR, ITER, ITER2:            1         1         2     1
Equations assembling:                    07:09:55,78
2D stiffness matrices:                   07:09:55,78
Right hand sides assembling:             07:09:55,79
Equations solving:                       07:09:55,79
Min., max.:       40     0.34303229E+07    0.13105201E+17
Internal forces evaluation:              07:09:55,82
                  ** ICHANGE :            0
ERROR: (FUN, P1, P2, P3, P4)        1     998       0       0       0
=============== BatchCalculation (index, nc):       2       2  ===============
- - - - - - - - - - - - - - - - - - - - - - - - -
  NNC, INCR, ITER, ITER2:            2         1         1     0
Equations assembling:                    07:09:56,05
2D stiffness matrices:                   07:09:56,06
Right hand sides assembling:             07:09:56,07
Equations solving:                       07:09:56,07
** SOLVE, IC:     0
Min., max.:       40     0.34502345E+07    0.13105233E+17
** BACK:     0    4
Internal forces evaluation:              07:09:56,11
- - - - - - - - - - - - - - - - - - - - - - - - -
  NNC, INCR, ITER, ITER2:            2         1         2     1
Equations assembling:                    07:09:56,13
2D stiffness matrices:                   07:09:56,13
Right hand sides assembling:             07:09:56,14
Equations solving:                       07:09:56,15
Min., max.:       40     0.34267631E+07    0.13105198E+17
Internal forces evaluation:              07:09:56,17
                  ** ICHANGE :            0
ERROR: (FUN, P1, P2, P3, P4)        1     998       0       0       0
=============== BatchCalculation (index, nc):       3       3  ===============
- - - - - - - - - - - - - - - - - - - - - - - - -
  NNC, INCR, ITER, ITER2:            3         1         1     0
Equations assembling:                    07:09:56,32
2D stiffness matrices:                   07:09:56,32
Right hand sides assembling:             07:09:56,33
Equations solving:                       07:09:56,34
** SOLVE, IC:     0
Min., max.:       40     0.34502345E+07    0.13105233E+17
** BACK:     0    4
Internal forces evaluation:              07:09:56,37
- - - - - - - - - - - - - - - - - - - - - - - - -
  NNC, INCR, ITER, ITER2:            3         1         2     1
Equations assembling:                    07:09:56,39
2D stiffness matrices:                   07:09:56,39
Right hand sides assembling:             07:09:56,40
Equations solving:                       07:09:56,41
Min., max.:       40     0.34267485E+07    0.13105185E+17
Internal forces evaluation:              07:09:56,43
                  ** ICHANGE :            0
ERROR: (FUN, P1, P2, P3, P4)        1     998       0       0       0
=============== BatchCalculation (index, nc):       4       4  ===============
- - - - - - - - - - - - - - - - - - - - - - - - -
  NNC, INCR, ITER, ITER2:            4         1         1     0
Equations assembling:                    07:09:56,59
2D stiffness matrices:                   07:09:56,59
Right hand sides assembling:             07:09:56,59
Equations solving:                       07:09:56,60
** SOLVE, IC:     0
Min., max.:       40     0.34502345E+07    0.13105233E+17
** BACK:     0    4
Internal forces evaluation:              07:09:56,62
- - - - - - - - - - - - - - - - - - - - - - - - -
  NNC, INCR, ITER, ITER2:            4         1         2     1
Equations assembling:                    07:09:56,65
2D stiffness matrices:                   07:09:56,65
Right hand sides assembling:             07:09:56,67
Equations solving:                       07:09:56,67
Min., max.:       40     0.34267783E+07    0.13105210E+17
Internal forces evaluation:              07:09:56,70
                  ** ICHANGE :            0
ERROR: (FUN, P1, P2, P3, P4)        1     998       0       0       0
=============== BatchCalculation (index, nc):       5       5  ===============
- - - - - - - - - - - - - - - - - - - - - - - - -
  NNC, INCR, ITER, ITER2:            5         1         1     0
Equations assembling:                    07:09:56,97
2D stiffness matrices:                   07:09:56,98
Right hand sides assembling:             07:09:56,98
Equations solving:                       07:09:56,99
** SOLVE, IC:     0
Min., max.:       40     0.34502345E+07    0.13105233E+17
** BACK:     0    4
Internal forces evaluation:              07:09:57,01
- - - - - - - - - - - - - - - - - - - - - - - - -
  NNC, INCR, ITER, ITER2:            5         1         2     1
Equations assembling:                    07:09:57,03
2D stiffness matrices:                   07:09:57,04
Right hand sides assembling:             07:09:57,06
Equations solving:                       07:09:57,06
Min., max.:       40     0.34267555E+07    0.13105196E+17
Internal forces evaluation:              07:09:57,08
                  ** ICHANGE :            0
ERROR: (FUN, P1, P2, P3, P4)        1     998       0       0       0
=============== BatchCalculation (index, nc):       6       6  ===============
- - - - - - - - - - - - - - - - - - - - - - - - -
  NNC, INCR, ITER, ITER2:            6         1         1     0
Equations assembling:                    07:09:57,39
2D stiffness matrices:                   07:09:57,39
Right hand sides assembling:             07:09:57,40
Equations solving:                       07:09:57,40
** SOLVE, IC:     0
Min., max.:       40     0.34502345E+07    0.13105233E+17
** BACK:     0    4
Internal forces evaluation:              07:09:57,43
- - - - - - - - - - - - - - - - - - - - - - - - -
  NNC, INCR, ITER, ITER2:            6         1         2     1
Equations assembling:                    07:09:57,46
2D stiffness matrices:                   07:09:57,46
Right hand sides assembling:             07:09:57,47
Equations solving:                       07:09:57,48
Min., max.:       40     0.34267708E+07    0.13105200E+17
Internal forces evaluation:              07:09:57,50
- - - - - - - - - - - - - - - - - - - - - - - - -
  NNC, INCR, ITER, ITER2:            6         1         3     1
Equations assembling:                    07:09:57,53
2D stiffness matrices:                   07:09:57,53
Right hand sides assembling:             07:09:57,54
Equations solving:                       07:09:57,55
Min., max.:       40     0.34267721E+07    0.13105200E+17
Internal forces evaluation:              07:09:57,57
                  ** ICHANGE :            0
ERROR: (FUN, P1, P2, P3, P4)        1     998       0       0       0
=============== BatchCalculation (index, nc):       7       7  ===============
- - - - - - - - - - - - - - - - - - - - - - - - -
  NNC, INCR, ITER, ITER2:            7         1         1     0
Equations assembling:                    07:09:57,79
2D stiffness matrices:                   07:09:57,79
Right hand sides assembling:             07:09:57,80
Equations solving:                       07:09:57,80
** SOLVE, IC:     0
Min., max.:       40     0.34502345E+07    0.13105233E+17
** BACK:     0    4
Internal forces evaluation:              07:09:57,83
- - - - - - - - - - - - - - - - - - - - - - - - -
  NNC, INCR, ITER, ITER2:            7         1         2     1
Equations assembling:                    07:09:57,86
2D stiffness matrices:                   07:09:57,86
Right hand sides assembling:             07:09:57,87
Equations solving:                       07:09:57,87
Min., max.:       40     0.34302985E+07    0.13105180E+17
Internal forces evaluation:              07:09:57,91
                  ** ICHANGE :            0
ERROR: (FUN, P1, P2, P3, P4)        1     998       0       0       0
=============== BatchCalculation (index, nc):       8       8  ===============
- - - - - - - - - - - - - - - - - - - - - - - - -
  NNC, INCR, ITER, ITER2:            8         1         1     0
Equations assembling:                    07:09:58,11
2D stiffness matrices:                   07:09:58,11
Right hand sides assembling:             07:09:58,11
Equations solving:                       07:09:58,12
** SOLVE, IC:     0
Min., max.:       40     0.34502345E+07    0.13105233E+17
** BACK:     0    4
Internal forces evaluation:              07:09:58,14
- - - - - - - - - - - - - - - - - - - - - - - - -
  NNC, INCR, ITER, ITER2:            8         1         2     1
Equations assembling:                    07:09:58,16
2D stiffness matrices:                   07:09:58,17
Right hand sides assembling:             07:09:58,18
Equations solving:                       07:09:58,18
Min., max.:       40     0.34303482E+07    0.13105222E+17
Internal forces evaluation:              07:09:58,20
                  ** ICHANGE :            0
ERROR: (FUN, P1, P2, P3, P4)        1     998       0       0       0
=============== BatchCalculation (index, nc):       9       9  ===============
- - - - - - - - - - - - - - - - - - - - - - - - -
  NNC, INCR, ITER, ITER2:            9         1         1     0
Equations assembling:                    07:09:58,44
2D stiffness matrices:                   07:09:58,44
Right hand sides assembling:             07:09:58,45
Equations solving:                       07:09:58,45
** SOLVE, IC:     0
Min., max.:       40     0.34502345E+07    0.13105233E+17
** BACK:     0    4
Internal forces evaluation:              07:09:58,48
- - - - - - - - - - - - - - - - - - - - - - - - -
  NNC, INCR, ITER, ITER2:            9         1         2     1
Equations assembling:                    07:09:58,50
2D stiffness matrices:                   07:09:58,50
Right hand sides assembling:             07:09:58,51
Equations solving:                       07:09:58,52
Min., max.:       40     0.34303101E+07    0.13105198E+17
Internal forces evaluation:              07:09:58,54
                  ** ICHANGE :            0
ERROR: (FUN, P1, P2, P3, P4)        1     998       0       0       0
=============== BatchCalculation (index, nc):      10      10  ===============
- - - - - - - - - - - - - - - - - - - - - - - - -
  NNC, INCR, ITER, ITER2:           10         1         1     0
Equations assembling:                    07:09:58,70
2D stiffness matrices:                   07:09:58,70
Right hand sides assembling:             07:09:58,71
Equations solving:                       07:09:58,71
** SOLVE, IC:     0
Min., max.:       40     0.34502345E+07    0.13105233E+17
** BACK:     0    4
Internal forces evaluation:              07:09:58,73
- - - - - - - - - - - - - - - - - - - - - - - - -
  NNC, INCR, ITER, ITER2:           10         1         2     1
Equations assembling:                    07:09:58,76
2D stiffness matrices:                   07:09:58,76
Right hand sides assembling:             07:09:58,77
Equations solving:                       07:09:58,77
Min., max.:       40     0.34303356E+07    0.13105205E+17
Internal forces evaluation:              07:09:58,79
                  ** ICHANGE :            0
ERROR: (FUN, P1, P2, P3, P4)        1     998       0       0       0
=============== BatchCalculation (index, nc):      11      11  ===============
- - - - - - - - - - - - - - - - - - - - - - - - -
  NNC, INCR, ITER, ITER2:           11         1         1     0
Equations assembling:                    07:09:59,06
2D stiffness matrices:                   07:09:59,07
Right hand sides assembling:             07:09:59,08
Equations solving:                       07:09:59,08
** SOLVE, IC:     0
Min., max.:       40     0.34502345E+07    0.13105233E+17
** BACK:     0    4
Internal forces evaluation:              07:09:59,11
- - - - - - - - - - - - - - - - - - - - - - - - -
  NNC, INCR, ITER, ITER2:           11         1         2     1
Equations assembling:                    07:09:59,13
2D stiffness matrices:                   07:09:59,14
Right hand sides assembling:             07:09:59,15
Equations solving:                       07:09:59,15
Min., max.:       40     0.34285186E+07    0.13105178E+17
Internal forces evaluation:              07:09:59,17
                  ** ICHANGE :            0
ERROR: (FUN, P1, P2, P3, P4)        1     998       0       0       0
=============== BatchCalculation (index, nc):      12      12  ===============
- - - - - - - - - - - - - - - - - - - - - - - - -
  NNC, INCR, ITER, ITER2:           12         1         1     0
Equations assembling:                    07:09:59,43
2D stiffness matrices:                   07:09:59,43
Right hand sides assembling:             07:09:59,44
Equations solving:                       07:09:59,45
** SOLVE, IC:     0
Min., max.:       40     0.34502345E+07    0.13105233E+17
** BACK:     0    4
Internal forces evaluation:              07:09:59,48
- - - - - - - - - - - - - - - - - - - - - - - - -
  NNC, INCR, ITER, ITER2:           12         1         2     1
Equations assembling:                    07:09:59,50
2D stiffness matrices:                   07:09:59,50
Right hand sides assembling:             07:09:59,52
Equations solving:                       07:09:59,52
Min., max.:       40     0.34285684E+07    0.13105221E+17
Internal forces evaluation:              07:09:59,55
                  ** ICHANGE :            0
ERROR: (FUN, P1, P2, P3, P4)        1     998       0       0       0
=============== BatchCalculation (index, nc):      13      13  ===============
- - - - - - - - - - - - - - - - - - - - - - - - -
  NNC, INCR, ITER, ITER2:           13         1         1     0
Equations assembling:                    07:09:59,75
2D stiffness matrices:                   07:09:59,76
Right hand sides assembling:             07:09:59,77
Equations solving:                       07:09:59,77
** SOLVE, IC:     0
Min., max.:       40     0.34502345E+07    0.13105233E+17
** BACK:     0    4
Internal forces evaluation:              07:09:59,80
- - - - - - - - - - - - - - - - - - - - - - - - -
  NNC, INCR, ITER, ITER2:           13         1         2     1
Equations assembling:                    07:09:59,82
2D stiffness matrices:                   07:09:59,82
Right hand sides assembling:             07:09:59,87
Equations solving:                       07:09:59,88
Min., max.:       40     0.34285303E+07    0.13105196E+17
Internal forces evaluation:              07:09:59,97
                  ** ICHANGE :            0
ERROR: (FUN, P1, P2, P3, P4)        1     998       0       0       0
=============== BatchCalculation (index, nc):      14      14  ===============
- - - - - - - - - - - - - - - - - - - - - - - - -
  NNC, INCR, ITER, ITER2:           14         1         1     0
Equations assembling:                    07:10:00,15
2D stiffness matrices:                   07:10:00,15
Right hand sides assembling:             07:10:00,16
Equations solving:                       07:10:00,17
** SOLVE, IC:     0
Min., max.:       40     0.34502345E+07    0.13105233E+17
** BACK:     0    4
Internal forces evaluation:              07:10:00,19
- - - - - - - - - - - - - - - - - - - - - - - - -
  NNC, INCR, ITER, ITER2:           14         1         2     1
Equations assembling:                    07:10:00,22
2D stiffness matrices:                   07:10:00,22
Right hand sides assembling:             07:10:00,23
Equations solving:                       07:10:00,24
Min., max.:       40     0.34285557E+07    0.13105203E+17
Internal forces evaluation:              07:10:00,26
                  ** ICHANGE :            0
ERROR: (FUN, P1, P2, P3, P4)        1     998       0       0       0
Equations solving:                       07:10:00,37
** Release of RAM
** FREE:     0
 ITER TOT:                      2

Finish:                                  07:10:00,41 ***
********************************************************************************

 ITER =                      2
 MAXITER =                    100

********************************************************************************
*******                                                                  *******
****                                                                        ****

Vstup do FORTRANovskych modulu


 SPRUT  30.06.2020 07:10:01 --- Start
 SPRUT  30.06.2020 07:10:02 --- Finish
