X = 0.0 ft (on centerline) 

 g 



y =-0.49 ft (below WL) 

 g 



KH2, = 884 Ib/ft/ft 



KH., = 55,610 ft-lb/ft 



All other KH. . = 

 ij 



b. Mooring Line Tension Response. 



AT 



^ = 222 lb/ft 



Ax 



AT 



^ = 25.0 lb/ft 



Ay 



AT .^^ ,, 



Computed Mooring Spring Constants (tide = +5.33 feet) 

 KM^^ = 6.46 Ib/ft/ft 



KM^2 = 



0.510 Ib/ft/ft 



•^'13 = 



18.5 ft-lb/ft/ft 



KM^,. 



0.510 Ib/ft/ft 



KM22 = 0.390 Ib/ft/ft 

 KM23 = 1.71 ft- Ib/ft/ft 

 KM^^ =18.6 lb/ft 

 KM22 = 1-71 lb/ft 

 KM =64.6 ft-lb/ft 



159 



