I -5 Hci'd Lme:s
0-~ SIe<n l ines
6-9 Sp"ngs250.000 DWT
LOA ~ 349.7m
B ·,51.8rnWate<
Line3.4m..:..-.+ --+[JSj-__ -___ ---!_J'--------~ ~~
LOADED CASENOTE: TI1,s IS no! nl!C!lSSality an idea: bertll YOU' ,
allh~h I1 D-pJl(Ol<Imale5 to the standard layout
lOt _-esse1 dG$ogn.t
Varies
lS2mbow
13.3m slern-7----1--.. -. ---
UGHT BALLAST CASENOT TO SCALEFIGURE E2: MOORING LAYOUT USED FOR COMPUTATIONAL. PURPOSESR Y = 0. .55 (MBL) ( L --COSl (J) ( --< L - ) cos Bc
L cos 0<Rrr = 0.55 (I 1 1O){7.IO)(I) (0.997) = 2350 kN
1.84RYA = 0.55 (1110)(7.29)(_1_) (0.997) = 2373 kN
1.87R X = N (O.55)(MBL) cos f3 cos e
Af, variation in L, cos (J and cos e is less than 2070 the simpler approximate formula may be
used giving:
RXF = 2 (0.55)(1110)(0.988)(0.999) = 1205 kNR){A = 2 (0.55)(J 110)(0.984)(0.998) = J200 kN