Section
3.2.2.Maximum Longitudinal and Transverse Forces Under the Standard
Environmental CriteriaPagl"322.4.1 Maximum Longitudinal and Transverse Force5 on Oil Tankcr.~ 322.4.2 Maximum Longitudinal and Transverse Forces on 75,000 m,l
Gas Carrier with Membrane or Prismatic Tanks 332.4.3 Max imum LongilUdinal and Transverse Forces on 125,000 m)
Gas Carrier with Spherical Tanks 33Mooring Restraint Requirements2.5.1 Basic Principle~ of Mooring Calculations34342.5.1.1 The Principle of Static Equilibrium 342.5.1.2 The Load/Denecrion Characterist ics of each Mooring
Line and Breasting Dolphin 342.5.1.3 The Geometrical Relationship Between the P(lTl5 of the
System- 5.2 CompUler Calculations
2.5.3 Hand Calculation Procedures2.5.4 Standard Restrainr Requirements353536
)2.6 Approximate Methods for Determining Mooring Restraint Requiremenrs
for Tankers and Gas Carriers Under Standard Environmental Criteria 382.6.1 Mooring Restraint Requirements for Oil Tankers above
16 kDWT2.6.1.1 Wire S~'stems2.6.1.2 Synthetic Line Systems2.6.2 Rough Spring Line Restrainr Determinalion for Oil Tankers above39394016 kOWT when the Ship's Transverse Wind Area is Unknown 402.6.3 Rough Breast Line Restraint Determination for Oil Tankers above
16 kDWT when the Ship's Lateral Wind Area is Unknown 402.6.4 Mooring Restraint ReQuirements for Gas Carriers 402.6.5 Example Calculations 41MOORING ARRANGEMENTS A~D LAYOUTS 4S4545464747545858583.3.3.
3.3.Principal ObjectivciRequirements at Piers and Sea Islands3.2.1 Number and Size of Lines3 .2.2 Arran8emenl~ for Breast Lines3.2.3 Arrangements for Spring Lines3.2.4 Special Arrangements for Gas CarriersRequirements at SPMs
Requirements for Emergency TowingRequirement~ for Mulli-Buoy MooringsIV