Table 14 - Principal Particulars of 0.75 Block Coefficient Forms 



Model No 4224 



Lbp, ft 400.0 



B, ft 59.26 



H.ft 23.70 



D, tons 12048 



Lb/Lbp 0.360 



Lx/Ltr 0.210 



Lr/Lw 0.430 



Cb 0.750 



Cx 0.990 



Cp 0.758 



Crr 0.770 



CPA 0.745 



CpE 0.680 



CpR 0.704 



Cpv 0.905 



CpvF 0.956 



CpvA 0.858 



Cw 0.828 



CwF 0.797 



CwA 0.860 



Cn 0.708 



yi-xE 18.9'^- 



LwL.ft 406.7 



LCB % Z,BP from 25 0.48F 



L/B 6.75 



B/H 2.50 



L/vM 5.335 



A/(i,/100)» 188 2 



5/vH 6.104 



WS, sqft 34308 



Kr = R/V7h 0.153 



CpE^^PR 0-966 



4213 



4225 



4226 



400.0 



400.0 



400.0 



59.26 



59.26 



59.26 



23.70 



23.70 



23.70 



12048 



12048 



12038 



0.350 



0.340 



0.332 



0.210 



0.210 



0.210 



0.440 



0.450 



0.458 



0.750 



0.750 



0.749 



0.990 



0.990 



0.990 



0.758 



0.758 



0.757 



0.792 



0.813 



0.833 



0.724 



0.702 



0.681 



0.704 



0.725 



748 



0.686 



0.668 



0.652 



0.907 



0.903 



0.898 



0.961 



0.959 



0.959 



0.856 



0.846 



0.833 



0.827 



0.830 



0.834 



0.817 



0.839 



0.860 



0.838 



0.821 



0.808 



0.711 



0.717 



0.722 



22.5° 



27.4-- 



33.8'' 



408.7 



406.7 



406.7 



1.5F 



2.57F 



3.46F 



6.75 



6.75 



6.75 



2.50 



2.50 



2.50 



5 335 



5 335 



5.337 



188.2 



188.2 



188.1 



6.091 



6.094 



6.098 



34232 



34252 



34281 



0.153 



0.153 



0.153 



Table 15 - Principal Particulars of 0.80 Block Coefficient Forms 



Model No, 4227 



Lbp, ft 400.0 



5, ft 61.54 



H.ft 24.59 



D. tons 13859 



L^/Lbf 0.307 



Lx/Lbp 0.300 



Lb/Lbp 0.393 



Cb 0.800 



Cx 0.994 



Cp 0.805 



CpF 0,822 



CpA 0.787 



CpE 0.710 



CpR 0.730 



Cpv 0.921 



CpvF 0.966 



CpvA 0.878 



Cw 0.869 



CwF 0.845 



CwA 0.892 



Cn 0.769 



ViOB 26.6* 



LwL. ft 406.7 



LCB % Lbp from ffi 0.76F 



L/B 6.50 



B/H 2.50 



L/vM 5 092 



A/(L/100)» 216.5 



S/V-^ 6.011 



WS, sqft 37098 



Kb = R/y/BH 0.118 



<=PE "^PR 0.973 



4228 



4214 



4229 



400.0 



400.0 



400.0 



61.54 



61.54 



61.54 



24.59 



24.59 



24.59 



13859 



13859 



13859 



0.299 



0.290 



0.280 



0.300 



0.300 



0.300 



0.401 



0.410 



0.420 



0.800 



800 



0.800 



0.994 



0.994 



0.994 



0.805 



0.805 



0.805 



0.838 



0.861 



0.881 



0.772 



0.750 



0.729 



0.728 



0.761 



0.787 



0.716 



0.695 



0.678 



0.920 



0.920 



0.922 



0.967 



0.971 



0.976 



0.874 



0.867 



0.865 



0.870 



0.871 



0.867 



0.861 



0.881 



0.897 



0.878 



0.860 



0.838 



0.767 



0,776 



0,778 



32.5° 



43,0° 



52.0° 



406.7 



406,7 



406.7 



1.45F 



2.5/? 



3.51/? 



6.50 



6.50 



6.50 



2.50 



2,50 



2.50 



5 092 



5,092 



5.092 



216.5 



216,5 



216.5 



6 020 



6,028 



6.025 



37148 



37200 



37183 



0.118 



0,118 



0,118 



VI-5 



