Table 3 - Table of Offsets-Parent Fornis-0.60 Block Coefficient 

 (Half-breadths of waterline given as fraction of maximum beam on each waterline) 



Model - 4210W 



W.L. 1 .00 is the designed load waterline 



Forebody prismatic coefficient =0.581 

 Afterbody prismatic coefficient =• 0.646 

 Total prismatic coefficient —0.614 





















Area as 





















fraction of 











Waterlines- 









max. area 



Sta. 



Tan. 



0.075 



0.25 



0.50 



0.75 



1.00 



1.25 



1.50 



to 1.00 W.L. 



KP 



0.000 



0.000 



0.000 



0.000 



0.000 



0.000 



0.020 



0.042 



0.000 



y2 



0.009 



0.032 



0.042 



0.041 



0.043 



0.051 



0.076 



0.120 



0.042 



1 



0.013 



0.064 



0.082 



0.087 



0.090 



0.102 



0.133 



0.198 



0.085 



1^ 



2 



0.019 



0.095 



0.126 



0.141 



0.148 



0.160 



0.195 



0.278 



135 



0.024 



0.127 



0.178 



0.204 



0.213 



0.228 



0.270 



0.360 



0.192 



3 



0.055 



0.196 



0.294 



0.346 



0.368 



0.391 



0.440 



0.531 



0.323 



4 



0.134 



0.314 



0.436 



0.502 



0.535 



0.562 



0.607 



0.683 



0.475 



5 



0.275 



0.466 



0.589 



0.660 



0.691 



0.718 



0.754 



0.804 



630 



6 



0.469 



0.630 



0.733 



0.802 



0.824 



0.841 



0.862 



0.889 



0.771 



7 



0.666 



0.779 



0.854 



0.906 



0.917 



0.926 



0.936 



0.946 



0.880 



8 



0.831 



0.898 



0.935 



0.971 



0.977 



0.979 



981 



0.982 



0.955 



9 



0.945 



0.964 



0.979 



0.996 



1.000 



1.000 



1.000 



1.000 



0.990 



10 



1.000 



1.000 



1.000 



1.000 



1.000 



1.000 



1.000 



1.000 



1.000 



11 



0.965 



0.982 



0.990 



1.000 



1.000 



1.000 



1.000 



1.000 



0.996 



12 



0.882 



0.922 



0.958 



0.994 



1.000 



1.000 



1.000 



1.000 



977 



13 



0.767 



0.826 



0.892 



0.962 



0.987 



0.994 



0.997 



1.000 



0.938 



14 



0.622 



0.701 



0.781 



0.884 



0.943 



0.975 



0.990 



0.999 



0.863 



15 



0.463 



0.560 



0.639 



0.754 



0.857 



0.937 



0.977 



0.994 



0.750 



16 



0.309 



0.413 



0.483 



0.592 



0.728 



0.857 



0.933 



0.975 



0.609 



17 



0.168 



0.267 



0.330 



413 



0.541 



0.725 



0.844 



0.924 



0.445 



18 



0.065 



0.152 



0.193 



0.236 



0.321 



0.536 



0.709 



834 



0.268 



18H 



0.032 



0.102 



0.130 



0.156 



0.216 



0.425 



0.626 



0.769 



0.187 



19 



0.014 



0.058 



0.076 



0.085 



0.116 



0.308 



0.530 



0.686 



0.109 



19J^ 



0.010 



0.020 



0.020 



0.022 



0.033 



0.193 



0.418 



0.579 



0.040 



AP 



0.000 



0.000 



0.000 



0.000 



0.000 



0.082 



0.270 



0.420 



0.004 



Max. half beam 



0.710 



0.866 



0.985 



1.000 



1.000 



1.000 



1.000 



1.000 





Table 4 - Table of Offsets-Parent Forms-0.65 Block Coefficient 



(Half-breadths of waterlines given as fraction of maximum beam on each waterline) 



Model = 421 IW 



W.L. 1 . 00 is the designed load waterline 



Forebody prismatic coefficient = . 651 

 Afterbody prismatic coefficient = 0.672 

 Total prismatic coefficient =0.661 





















Area as 





















fraction of 













■Water lines- 



















max. asea 



Sta. 



Tan. 



0.075 



0.25 



0.50 



0.75 



1.00 



1.25 



1.50 



to 1.00 W.L. 



FP 



0.000 



0.000 



0.000 



0.000 



0.000 



0.000 



0.019 



0.045 



0.000 



Yi 



0.008 



0.037 



0.056 



0.058 



0.060 



0.066 



0.090 



0.138 



0.055 



1 



0.016 



0.081 



0.110 



0.122 



0.126 



0.135 



0.166 



0.236 



0.115 



Wi 



0.024 



0.125 



0.174 



0.194 



0.204 



0.216 



0.251 



0.336 



0.184 



2 



0.041 



0.177 



0.244 



0.277 



0.291 



0.308 



0.350 



434 



261 



3 



0.109 



0.298 



0.401 



0.455 



0.480 



0.508 



0.552 



0.625 



0.432 



4 



0.239 



0.452 



0.570 



0.636 



0.667 



0.694 



0.734 



788 



0.609 



5 



0.408 



0.619 



0.729 



0.794 



0.821 



0.842 



0.867 



903 



0.765 



6 



0.604 



0.767 



0.853 



0.905 



0.920 



0.930 



0.946 



964 



0.879 



7 



0.788 



0.886 



0.939 



0.966 



0.972 



0.978 



0.984 



0.991 



0.951 



8 



0.928 



0.962 



0.982 



996 



0.995 



0.997 



0.998 



1 000 



0.987 



9 



0.999 



0.996 



0.999 



1.000 



1.000 



1.000 



1.000 



1.000 



0.999 



10 



1.000 



1.000 



1.000 



1.000 



1.000 



1.1300 



1.000 



1.000 



1.000 



11 



0.980 



0.993 



0.996 



1.000 



1.000 



1.000 



1.000 



1.000 



0.998 



12 



0.922 



0.954 



0.976 



0.997 



1.000 



1.000 



1.000 



1.000 



987 



13 



0.808 



0.873 



0.928 



0.976 



0.992 



0.998 



1.000 



1.000 



0.958 



14 



0.659 



0.760 



0.837 



0.920 



0.963 



0.984 



0.994 



1.000 



0.898 



15 



0.492 



0.620 



0.705 



0.813 



0.894 



949 



0.980 



0.995 



0.797 



16 



0.322 



0.460 



0.544 



0.658 



0.778 



0.875 



0.941 



0.976 



0.662 



17 



0.170 



0.304 



0.377 



0.472 



0.601 



0.755 



0.864 



0.930 



0.492 



18 



0.066 



0.170 



0.217 



0.270 



0.370 



0.572 



0.736 



0.845 



0.303 



18J^ 



0.034 



0.113 



0.145 



0.178 



0.250 



0.458 



0.651 



0.779 



0.209 



19 



0.016 



0.063 



0.080 



0.094 



0.135 



0.331 



0.547 



693 



0.121 



1914 



0.011 



020 



0.020 



0.022 



0.037 



0.205 



0.427 



0.584 



0.042 



AP 



0.000 



0.000 



0.000 



0.000 



0.000 



0.084 



0.272 



0.426 



0.005 



Max. half beam" 



0.739 



0.904 



0.992 



1.000 



1.000 



1.000 



1.000 



1.000 





V-8 



