
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 13:36:07 on 07-JUN-2024
jackup leg penetration assessment during preload according to ISO 19905-1 (2016)
(c) S.Kay Consultant, Leiderdorp, The Netherlands.
Please read the ISO_19905_1 Users Manual [ref SKA/MAN/001]
        and the ISO_19905_1 FAQ File     [ref SKA/FAQ/001].

BG                                      

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  3.00    
 (#rows QV_FMODE summary results=    5)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100      2.30      0.00      1.10      2.20       GSS
  2.30      11.2      1.10      10.0      8.90       PTS>PTC>GSC
  11.2      11.7      10.0      10.5     0.500       PTC>GSC
  11.7      51.2      10.5      50.0      39.5       GSC
  51.2      60.0      50.0      58.8      8.80       GSS
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------

 < P_spud                [kN]:   45000.00    
   load spread factor #=    1; load spread factor =  3.00    
   is_PT_occurring      [t/f]:         F
 > z_tip_penetration      [m]:      0.802    
out_sp_pen_sub: END --- >


out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    2; load spread factor =  5.00    
 (#rows QV_FMODE summary results=    5)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100      1.50      0.00     0.300      1.40       GSS
  1.50      11.2     0.300      10.0      9.70       PTS>PTC>GSC
  11.2      11.7      10.0      10.5     0.500       PTC>GSC
  11.7      51.2      10.5      50.0      39.5       GSC
  51.2      60.0      50.0      58.8      8.80       GSS
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------

iso_19905_1: nlines_errors  :    0
iso_19905_1: nlines_warnings:    4

WARNING. gmdata: soil layer # 4; BDEN=9.80 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. spfdat: full penetration spudcan tip angle SP_BETA_H_MAX=160 degrees is outside typical range [110 - 150].
WARNING. spfdat: base of ground profile ZBOT exceeds 2.5 B;
WARNING. spfdat: ?decrease ZBOT.

 < P_spud                [kN]:   45000.00    
   load spread factor #=    2; load spread factor =  5.00    
   is_PT_occurring      [t/f]:         F
 > z_tip_penetration      [m]:      0.802    
out_sp_pen_sub: END --- >


input   file: "JOB.I01"
output  file: "JOB.O01"
iso_19905_1: normal program end
