^8O0 



1600- 

 1400- 



1200- 



E 



Z' 1000- 



I 800 



600- 



400- 



200- 



GOODYEAR FTB 

 MOORING FORCE 

 DESIGN CURVE 



•^max <N/^)--346 + 8.76Hc+ 0.0798 H^ 



(R^-0.96) 



for 40cm < H^S 120 cm 

 and Dt/h s 0.18 

 A La Salle Park FTB, central mooring line 



• Giles and Sorensen (1978). 6 -Module -Beam 

 h-4m 



20 



120 140 



He (cm) 



Figure 14. La Salle Park peak mooring load data 



from central mooring line and 5-modu le-beam data 



from Giles and Sorensen (1978) 



95 



