
 p r o g r a m  C A I S S O N _ V H M  w32 version 00.12_b04 
 ------------------------------------  at 09:32:21 on 01-FEB-2024
 caisson foundation resistance in undrained soil during VHM load.
 (c) S.Kay Consultant, Leiderdorp, The Netherlands.
 Please read the CAISSON_VHM Users Manual [ref SKA/MAN/003]
         and the CAISSON_VHM FAQ File     [ref SKA/FAQ/003].


 datain_caisson: < --- BEGIN

 pidata: < --- BEGIN
 pidata: input  text file: "JOB.I01"
       : output text file: "JOB.O01"
       : output plot file: "07_EST02_MODE_21_OD5014_DNV_4.PDF"
       : program name    : "CAISSON_VHM"

 pidata: rtitle          : "MODE21 PILE ESTIMATE V02"
       : ptitle          : "ROSEBANK SUCTION PILE CONCEPTUAL DESIGN					"
       : projno          : "1-1701-M	"
       : locatn          : "ROSE														"

 pidata: END --- >


 gmdata: < --- BEGIN
 numsl
    4
  zdep        bden       su_top      su_bot   
   [m]     [kN/m^3]      [kPa]        [kPa]   
    0.00       0.100E-01   0.100E-01   0.100E-01
    1.50        7.08        10.2        45.5    
    25.0        8.40        45.5        53.0    
    30.0        8.70        53.0        68.0    
    40.0    
 m_fac
    1.14    
 gmdata: END --- >


 psdata: < --- BEGIN
 psdata: vhm_model
 KAY+PALIX_2011
 MODE_VHM
   21
 psdata: END --- >


 cfdata: < --- BEGIN
 ncgeom
    1
 cgeom
 CIRCULAR
 nfhxp  wt_D_side  wt_D_top
  0   0.640E-02   0.128E-01
 iro_lug  r_lug_user
  1    0.00    
 D  (guess)L  (guess)zlug
   5.00  22.00  12.00
 cfdata: END --- >


 ssidat: < --- BEGIN
 alpha_Fo  alpha_Fi  eta_Fo
   0.65   0.40   1.00
 eta_reb  alpha_d_su  iplug_vmode  vmax_user
   1.00   0.50    1   0.00
 eta_amh  eta_bmh  eta_phimh
   1.00   1.00   1.00
 ssidat: END --- >


 chndat: < --- BEGIN
 iscope_Bw  l_fac_Bw  eta_Vst_wall  delta_Bw_user  Bw_caisson_user
    1   0.800        1.02        99.9       0.100E+04
 dtheta_lug_deg  psi_twist_deg
    5.00        10.0    
 chndat: END --- >


 ldata__anchor: < --- BEGIN
 nlc   nlfac_T
 10  1
 ldata__anchor: T_lug theta_lug l_facT ***
   0.102E+05    38.2        1.14       !	LC1 BE 10 yr 2 lines broken
   0.829E+04    38.2        1.87       !	LC2 BE 100 yr intact
   0.100E+05    37.8        1.85       !	LC3 BE 100 yr 1 line broken
   0.134E+05    36.5        1.18       !	LC4 BE 10,000 yr intact
   0.772E+04    56.1        1.00       !	LC5 BE Polyester  stretch
   0.101E+05    40.1        1.14       !	LC1 HE 10 yr 2 lines broken
   0.823E+04    40.6        1.87       !	LC2 HE 100 yr intact
   0.996E+04    39.8        1.85       !	LC3 HE 100 yr 1 line broken
   0.134E+05    38.0        1.18       !	LC4 HE 10,000 yr intact
   0.767E+04    58.0        1.00       !	LC5 HE Polyester  stretch
 ldata__anchor: END --- >


 mcdata: < --- BEGIN
 ioutd  ioute
    0   -2
 eps_int  jmax_int  jmin_int
   0.100E-03 15  5
 mcdata: END --- >

 datain_caisson: END --- >


clen_theoretical_sub: < --- BEGIN
 ---------------------------------------------------------------- 
 clen_theoretical_sub: SUMMARY OF RESULTS
 icgeom = caisson geometry #        
 ilc    = VHM load case #           
 loadR  = FACTORED V & H load  [kN]
 D   = caisson outer diameter    [m]
 ?L  = guess caisson embedded length   [m] 
 L_Vmax = L to satisfy Vmax and VloadR [m] 
 L_Hmax = L to satisfy Hmax and HloadR [m] 
 L_H0   = L to satisfy H0   and HloadR [m] 
 ------------------------------------------------------------------
 ilc        D    VloadR       HloadR      ?L     L      L      L   
  icgeom   [m]    [kN]         [kN]       [m]    Vmax   Hmax   H0  
 ------------------------------------------------------------------
    1  1   5.00   0.718E+04   0.913E+04  22.00  14.35  12.36  25.13
    2  1   5.00   0.958E+04   0.122E+05  22.00  18.88  14.43  29.29
    3  1   5.00   0.114E+05   0.146E+05  22.00  21.95  15.96  32.52
    4  1   5.00   0.944E+04   0.128E+05  22.00  18.63  14.79  30.02
    5  1   5.00   0.640E+04   0.430E+04  22.00  12.76   8.15  16.77
    6  1   5.00   0.744E+04   0.884E+04  22.00  14.87  12.14  24.72
    7  1   5.00   0.100E+05   0.117E+05  22.00  19.65  14.12  28.65
    8  1   5.00   0.118E+05   0.142E+05  22.00  22.67  15.67  31.90
    9  1   5.00   0.973E+04   0.124E+05  22.00  19.15  14.60  29.63
   10  1   5.00   0.651E+04   0.407E+04  22.00  12.97   7.90  16.27
 ------------------------------------------------------------------
 ilc        D    VloadR       HloadR      ?L     L      L      L   
  icgeom   [m]    [kN]         [kN]       [m]    Vmax   Hmax   H0  
 ------------------------------------------------------------------
clen_theoretical_sub: END --- >



caisson_vhm: nlines_warnings :   10
caisson_vhm: nlines_errors   :    0

WARNING: gmdata. soil layer # 1;buoyant unit weight BDEN=0.01 is outside typical CLAY range [2 - 13].
WARNING: gmdata. soil layer # 1; BDEN=0.01 kN/m^3 is inconsistent with SU_TOP=0.01 kPa.
WARNING: gmdata. soil layer # 2; SU_TOP, SIGV=10.25, 0.02 kPa; PSI=SU/SIGV=467.94 is outside typical range [0.15 - 4].
WARNING: gmdata. soil layer # 2; BDEN=7.08 kN/m^3 is inconsistent with SU_TOP=10.25 kPa.
WARNING. ssidat: inner friction factor on peak strength, ALPHA_FI < 0.5.
WARNING. ssidat: typically ALPHA_FI is around 0.65.
WARNING. chndat: load factor on caisson weight, L_FAC_BW < 0.85;
WARNING. chndat: typical L_FAC_BW values 0.9 to 1.1
test_v_asc: elements    1 and    2 not in ascending order.
WARNING. ldata__anchor: chain inclinations THETA_LUG not in ASCending order.

  VHM load case #=    1; caisson geometry #=    1

  number of iterations:  197
  vertices of final 3-D simplex and function values at the vertices:
   I      L(I)        zlug(I)     FUNCTION
   1  15.8444      8.18778     0.101625E-26
   2  15.8444      8.18778     0.403366E-26
   3  15.8444      8.18778     0.335964E-26

  VHM load case #=    2; caisson geometry #=    1

  number of iterations:  196
  vertices of final 3-D simplex and function values at the vertices:
   I      L(I)        zlug(I)     FUNCTION
   1  20.0194      10.8624     0.597163E-27
   2  20.0194      10.8624     0.360529E-26
   3  20.0194      10.8624     0.138567E-26

  VHM load case #=    3; caisson geometry #=    1

  number of iterations:  174
  vertices of final 3-D simplex and function values at the vertices:
   I      L(I)        zlug(I)     FUNCTION
   1  23.1670      12.8961     0.193862E-26
   2  23.1670      12.8961     0.203713E-26
   3  23.1670      12.8961     0.598846E-26

  VHM load case #=    4; caisson geometry #=    1

  number of iterations:  178
  vertices of final 3-D simplex and function values at the vertices:
   I      L(I)        zlug(I)     FUNCTION
   1  20.2163      11.1208     0.263443E-26
   2  20.2163      11.1208     0.740506E-26
   3  20.2163      11.1208     0.515382E-26

  VHM load case #=    5; caisson geometry #=    1

  number of iterations:  210
  vertices of final 3-D simplex and function values at the vertices:
   I      L(I)        zlug(I)     FUNCTION
   1  12.8900      4.10157     0.131312E-26
   2  12.8900      4.10157     0.246615E-26
   3  12.8900      4.10157     0.458320E-26

  VHM load case #=    6; caisson geometry #=    1

  number of iterations:  198
  vertices of final 3-D simplex and function values at the vertices:
   I      L(I)        zlug(I)     FUNCTION
   1  16.1062      8.19555     0.211288E-26
   2  16.1062      8.19555     0.301771E-26
   3  16.1062      8.19555     0.291997E-26

  VHM load case #=    7; caisson geometry #=    1

  number of iterations:  176
  vertices of final 3-D simplex and function values at the vertices:
   I      L(I)        zlug(I)     FUNCTION
   1  20.5643      11.0068     0.700253E-27
   2  20.5643      11.0068     0.366710E-26
   3  20.5643      11.0068     0.209774E-26

  VHM load case #=    8; caisson geometry #=    1

  number of iterations:  183
  vertices of final 3-D simplex and function values at the vertices:
   I      L(I)        zlug(I)     FUNCTION
   1  23.7080      13.0645     0.109272E-26
   2  23.7080      13.0645     0.389813E-26
   3  23.7080      13.0645     0.299534E-26

  VHM load case #=    9; caisson geometry #=    1

  number of iterations:  188
  vertices of final 3-D simplex and function values at the vertices:
   I      L(I)        zlug(I)     FUNCTION
   1  20.5513      11.2199     0.122668E-26
   2  20.5513      11.2199     0.362844E-26
   3  20.5513      11.2199     0.253692E-26

  VHM load case #=   10; caisson geometry #=    1

  number of iterations:  209
  vertices of final 3-D simplex and function values at the vertices:
   I      L(I)        zlug(I)     FUNCTION
   1  13.0060      3.80280     0.234028E-26
   2  13.0060      3.80280     0.499144E-26
   3  13.0060      3.80280     0.580167E-26


 --------------------------------------------------
 solve_MODE20_21_sub: CAISSON RESISTANCES & WEIGHTS
 MODE_VHM, problem solution mode   = 21
 IPLUG_VMODE, axial capacity mode  =  1
 ISCOPE_BW, caisson weight BW mode =  1
 ilc    = VHM load case #            
 icgeom = caisson geometry #         
 D    = caisson outer diameter       
 L    = caisson embedded length      
 L/D  = caisson embedment ratio      
 Vmax = caisson axial resistance     
 Hmax = caisson FIXED HEAD lateral resistance 
 H0   = caisson FREE  HEAD lateral resistance 
 Bw   = caisson submerged weight (only used for anchor foundations)
 Bw*  = caisson+soil plug submerged weight (only for IPLUG_VMODE=5)
 su_av_L = soil average su between caisson head (seafloor) and tip (L)
 ----------------------------------------------------------------------------------------
  ilc       D      L      L/D       Vmax        Hmax         H0          Bw       su_av_L
   icgeom  [m]    [m]     [-]       [kN]        [kN]        [kN]        [kN]        [kPa]
 ----------------------------------------------------------------------------------------
    1  1   5.00  15.84   3.17      7712.1     14461.2      3880.7       614.4        16.7
    2  1   5.00  20.02   4.00     10118.9     22269.4      5952.7       754.1        19.7
    3  1   5.00  23.17   4.63     11972.9     28940.5      7814.3       859.4        21.8
    4  1   5.00  20.22   4.04     10040.2     22666.1      6065.8       760.7        19.8
    5  1   5.00  12.89   2.58      6393.9      9866.6      2735.8       515.5        14.6
    6  1   5.00  16.11   3.22      7870.6     14896.5      3996.6       623.1        16.9
    7  1   5.00  20.56   4.11     10446.6     23355.1      6252.3       772.3        20.0
    8  1   5.00  23.71   4.74     12325.2     30192.5      8172.6       877.5        22.2
    9  1   5.00  20.55   4.11     10256.6     23329.2      6245.3       771.9        20.0
   10  1   5.00  13.01   2.60      6458.7     10024.4      2772.5       519.4        14.7
 ----------------------------------------------------------------------------------------
  ilc       D      L      L/D       Vmax        Hmax         H0          Bw       su_av_L
   icgeom  [m]    [m]     [-]       [kN]        [kN]        [kN]        [kN]        [kPa]
 ----------------------------------------------------------------------------------------


 ---------------------------------------
 solve_MODE20_21_sub: SUMMARY OF RESULTS
 ilc    = VHM load case #            
 icgeom = caisson geometry #         
 D         = caisson outer diameter        [m] 
 Lopt_fix  = caisson embedded length       [m] 
 zlug_opt  = lug level depth               [m] 
 Tlug      = anchor chain load            [kN] 
 theta_lug = anchor chain inclination    [deg] 
 Bw        = caisson buoyant weight       [kN] 
 iters     = # iterations                  [-] 
 func      = minimisation function         [-] 
 -----------------------------------------------------------------------
 ilc        D     Lopt   zlug    T     theta     Bw     ( iters  func  )
  icgeom   [m]    _fix   _opt    _lug   _lug    [kN]    (  [-]    [-]  )
 -----------------------------------------------------------------------
    1  1   5.00  15.84   8.19  10189.1 43.20   614.4     197   0.102E-26   !	LC1 BE 10 yr 2 lines broken
    2  1   5.00  20.02  10.86   8285.3 43.20   754.1     196   0.597E-27   !	LC2 BE 100 yr intact
    3  1   5.00  23.17  12.90  10019.4 42.80   859.4     174   0.194E-26   !	LC3 BE 100 yr 1 line broken
    4  1   5.00  20.22  11.12  13448.2 41.50   760.7     178   0.263E-26   !	LC4 BE 10,000 yr intact
    5  1   5.00  12.89   4.10   7715.8 61.10   515.5     210   0.131E-26   !	LC5 BE Polyester  stretch
    6  1   5.00  16.11   8.20  10132.5 45.10   623.1     198   0.211E-26   !	LC1 HE 10 yr 2 lines broken
    7  1   5.00  20.56  11.01   8229.1 45.60   772.3     176   0.700E-27   !	LC2 HE 100 yr intact
    8  1   5.00  23.71  13.06   9962.3 44.80   877.5     183   0.109E-26   !	LC3 HE 100 yr 1 line broken
    9  1   5.00  20.55  11.22  13389.1 43.00   771.9     188   0.123E-26   !	LC4 HE 10,000 yr intact
   10  1   5.00  13.01   3.80   7673.1 63.00   519.4     209   0.234E-26   !	LC5 HE Polyester  stretch
 -----------------------------------------------------------------------
 ilc        D     Lopt   zlug    T     theta     Bw     ( iters  func  )
  icgeom   [m]    _fix   _opt    _lug   _lug    [kN]    (  [-]    [-]  )
 -----------------------------------------------------------------------

VHmax_ellipsoid_resist_sub: < --- BEGIN
  load case #=    1; caisson geometry #=    1 (#rows results= =  101)
  L                    [m]   =   15.84
  D                    [m]   =    5.00
  m_fac                [-]   =   1.136
  Hmax                 [kN]  =    0.145E+05
  Vmax                 [kN]  =    0.789E+04
  Mfac = L^2 D su_av_L [kNm] =    0.210E+05
  H, V = FACTORED resistances
-----------------------------------------------------------------------------
    H           V          H/Hmax   V*=V/Vmax   (   M       M*=M/Mfac  )  row
   [kN]        [kN]         [-]         [-]     (  [kNm]       [-]     )  [-]
-----------------------------------------------------------------------------
    0.00       0.789E+04    0.00        1.00        0.00        0.00        1
    145.       0.789E+04   0.100E-01    1.00      -0.149E+04  -0.708E-01    2
    289.       0.789E+04   0.200E-01    1.00      -0.298E+04  -0.142        3
    434.       0.789E+04   0.300E-01    1.00      -0.446E+04  -0.212        4
    578.       0.789E+04   0.400E-01    1.00      -0.595E+04  -0.283        5
    723.       0.789E+04   0.500E-01    1.00      -0.744E+04  -0.354        6
    868.       0.789E+04   0.600E-01    1.00      -0.893E+04  -0.425        7
   0.101E+04   0.789E+04   0.700E-01    1.00      -0.104E+05  -0.496        8
   0.116E+04   0.789E+04   0.800E-01    1.00      -0.119E+05  -0.566        9
   0.130E+04   0.789E+04   0.900E-01    1.00      -0.134E+05  -0.637       10
   0.145E+04   0.789E+04   0.100        1.00      -0.149E+05  -0.708       11
   0.159E+04   0.789E+04   0.110        1.00      -0.164E+05  -0.779       12
   0.174E+04   0.789E+04   0.120        1.00      -0.179E+05  -0.850       13
   0.188E+04   0.789E+04   0.130        1.00      -0.193E+05  -0.920       14
   0.202E+04   0.789E+04   0.140        1.00      -0.208E+05  -0.991       15
   0.217E+04   0.789E+04   0.150        1.00      -0.223E+05   -1.06       16
   0.231E+04   0.789E+04   0.160        1.00      -0.238E+05   -1.13       17
   0.246E+04   0.789E+04   0.170        1.00      -0.253E+05   -1.20       18
   0.260E+04   0.789E+04   0.180        1.00      -0.268E+05   -1.27       19
   0.275E+04   0.789E+04   0.190        1.00      -0.283E+05   -1.35       20
   0.289E+04   0.789E+04   0.200        1.00      -0.298E+05   -1.42       21
   0.304E+04   0.789E+04   0.210        1.00      -0.313E+05   -1.49       22
   0.318E+04   0.789E+04   0.220        1.00      -0.327E+05   -1.56       23
   0.333E+04   0.789E+04   0.230       0.999      -0.342E+05   -1.63       24
   0.347E+04   0.789E+04   0.240       0.999      -0.357E+05   -1.70       25
   0.362E+04   0.789E+04   0.250       0.999      -0.372E+05   -1.77       26
   0.376E+04   0.789E+04   0.260       0.999      -0.387E+05   -1.84       27
   0.390E+04   0.788E+04   0.270       0.999      -0.402E+05   -1.91       28
   0.405E+04   0.788E+04   0.280       0.999      -0.417E+05   -1.98       29
   0.419E+04   0.788E+04   0.290       0.998      -0.432E+05   -2.05       30
   0.434E+04   0.788E+04   0.300       0.998      -0.446E+05   -2.12       31
   0.448E+04   0.788E+04   0.310       0.998      -0.461E+05   -2.19       32
   0.463E+04   0.787E+04   0.320       0.998      -0.476E+05   -2.27       33
   0.477E+04   0.787E+04   0.330       0.997      -0.491E+05   -2.34       34
   0.492E+04   0.787E+04   0.340       0.997      -0.506E+05   -2.41       35
   0.506E+04   0.787E+04   0.350       0.996      -0.521E+05   -2.48       36
   0.521E+04   0.786E+04   0.360       0.996      -0.536E+05   -2.55       37
   0.535E+04   0.786E+04   0.370       0.995      -0.551E+05   -2.62       38
   0.550E+04   0.785E+04   0.380       0.995      -0.566E+05   -2.69       39
   0.564E+04   0.785E+04   0.390       0.994      -0.608E+05   -2.89       40
   0.578E+04   0.784E+04   0.400       0.994      -0.624E+05   -2.97       41
   0.593E+04   0.784E+04   0.410       0.993      -0.639E+05   -3.04       42
   0.607E+04   0.783E+04   0.420       0.992      -0.655E+05   -3.11       43
   0.622E+04   0.783E+04   0.430       0.991      -0.670E+05   -3.19       44
   0.636E+04   0.782E+04   0.440       0.991      -0.686E+05   -3.26       45
   0.651E+04   0.781E+04   0.450       0.990      -0.701E+05   -3.34       46
   0.665E+04   0.780E+04   0.460       0.989      -0.717E+05   -3.41       47
   0.680E+04   0.779E+04   0.470       0.987      -0.733E+05   -3.49       48
   0.694E+04   0.778E+04   0.480       0.986      -0.748E+05   -3.56       49
   0.709E+04   0.777E+04   0.490       0.985      -0.764E+05   -3.63       50
   0.723E+04   0.776E+04   0.500       0.984      -0.779E+05   -3.71       51
   0.738E+04   0.775E+04   0.510       0.982      -0.795E+05   -3.78       52
   0.752E+04   0.774E+04   0.520       0.981      -0.811E+05   -3.86       53
   0.766E+04   0.773E+04   0.530       0.979      -0.826E+05   -3.93       54
   0.781E+04   0.771E+04   0.540       0.977      -0.842E+05   -4.00       55
   0.795E+04   0.770E+04   0.550       0.975      -0.857E+05   -4.08       56
   0.810E+04   0.768E+04   0.560       0.973      -0.873E+05   -4.15       57
   0.824E+04   0.766E+04   0.570       0.971      -0.889E+05   -4.23       58
   0.839E+04   0.765E+04   0.580       0.969      -0.904E+05   -4.30       59
   0.853E+04   0.763E+04   0.590       0.966      -0.920E+05   -4.38       60
   0.868E+04   0.761E+04   0.600       0.964      -0.935E+05   -4.45       61
   0.882E+04   0.758E+04   0.610       0.961      -0.951E+05   -4.52       62
   0.897E+04   0.756E+04   0.620       0.958      -0.967E+05   -4.60       63
   0.911E+04   0.754E+04   0.630       0.955      -0.982E+05   -4.67       64
   0.926E+04   0.751E+04   0.640       0.951      -0.998E+05   -4.75       65
   0.940E+04   0.748E+04   0.650       0.948      -0.101E+06   -4.82       66
   0.954E+04   0.745E+04   0.660       0.944      -0.103E+06   -4.89       67
   0.969E+04   0.742E+04   0.670       0.940      -0.104E+06   -4.97       68
   0.983E+04   0.739E+04   0.680       0.936      -0.106E+06   -5.04       69
   0.998E+04   0.735E+04   0.690       0.932      -0.108E+06   -5.12       70
   0.101E+05   0.732E+04   0.700       0.927      -0.109E+06   -5.19       71
   0.103E+05   0.728E+04   0.710       0.922      -0.111E+06   -5.27       72
   0.104E+05   0.723E+04   0.720       0.917      -0.112E+06   -5.34       73
   0.106E+05   0.719E+04   0.730       0.911      -0.114E+06   -5.41       74
   0.107E+05   0.714E+04   0.740       0.905      -0.115E+06   -5.49       75
   0.108E+05   0.709E+04   0.750       0.899      -0.117E+06   -5.56       76
   0.110E+05   0.704E+04   0.760       0.892      -0.118E+06   -5.64       77
   0.111E+05   0.698E+04   0.770       0.885      -0.120E+06   -5.71       78
   0.113E+05   0.692E+04   0.780       0.877      -0.122E+06   -5.78       79
   0.114E+05   0.686E+04   0.790       0.869      -0.123E+06   -5.86       80
   0.116E+05   0.679E+04   0.800       0.861      -0.125E+06   -5.93       81
   0.117E+05   0.672E+04   0.810       0.852      -0.126E+06   -6.01       82
   0.119E+05   0.664E+04   0.820       0.842      -0.128E+06   -6.08       83
   0.120E+05   0.656E+04   0.830       0.831      -0.129E+06   -6.16       84
   0.121E+05   0.647E+04   0.840       0.820      -0.131E+06   -6.23       85
   0.123E+05   0.638E+04   0.850       0.808      -0.133E+06   -6.30       86
   0.124E+05   0.628E+04   0.860       0.795      -0.134E+06   -6.38       87
   0.126E+05   0.617E+04   0.870       0.781      -0.136E+06   -6.45       88
   0.127E+05   0.605E+04   0.880       0.766      -0.137E+06   -6.53       89
   0.129E+05   0.592E+04   0.890       0.750      -0.139E+06   -6.60       90
   0.130E+05   0.578E+04   0.900       0.732      -0.140E+06   -6.67       91
   0.132E+05   0.562E+04   0.910       0.712      -0.142E+06   -6.75       92
   0.133E+05   0.545E+04   0.920       0.691      -0.143E+06   -6.82       93
   0.134E+05   0.526E+04   0.930       0.666      -0.145E+06   -6.90       94
   0.136E+05   0.504E+04   0.940       0.639      -0.147E+06   -6.97       95
   0.137E+05   0.479E+04   0.950       0.607      -0.148E+06   -7.05       96
   0.139E+05   0.450E+04   0.960       0.570      -0.150E+06   -7.12       97
   0.140E+05   0.414E+04   0.970       0.524      -0.152E+06   -7.25       98
   0.142E+05   0.367E+04   0.980       0.466      -0.152E+06   -7.25       99
   0.143E+05   0.299E+04   0.990       0.378      -0.152E+06   -7.25      100
   0.145E+05    0.00        1.00        0.00      -0.152E+06   -7.25      101
-----------------------------------------------------------------------------
    H           V          H/Hmax   V*=V/Vmax   (   M       M*=M/Mfac  )  row
   [kN]        [kN]         [-]         [-]     (  [kNm]       [-]     )  [-]
-----------------------------------------------------------------------------
VHmax_ellipsoid_resist_sub: END --- >

solve_MODE20_21_sub: END --- >


caisson_vhm: input   file: "JOB.I01"
caisson_vhm: output  file: "JOB.O01"
caisson_vhm: normal program end
