1.1 Applicability
                     
                     
                     
                     
                     1.1.1 The corrosion additions given in these Rules are applicable to
                        carbon-manganese steels, stainless steels, stainless clad steels and aluminium alloys.
                        Corrosion addition for the exposed carbon steel side of stainless clad structure is to
                        be as required in Table 1 for the corresponding compartment.
                     
                     
                     
                     
                     The corrosion additions for other materials are to be in accordance with the requirements
                        of the Society.
                     
                     
                     
                     
                     1.2 Corrosion addition determination 
                     
                     
                     
                     
                     1.2.1 The corrosion addition for each of the two sides of a structural member,
                        tc1 or tc2, is specified in Table 1. 
                     
                     
                     
                     
                     The total corrosion addition, tc, in mm, for both sides of the
                        structural member is obtained by the following formula:
                     
                     
                     
                     
                     tc = Roundup0.5 (tc1 +
                        tc2) + tres
                     
                     
                     
                     For an internal member within a given compartment, the total corrosion addition,
                        tc is obtained from the following formula:
                     
                     
                     
                     
                     tc = Roundup0.5 (2tc1) +
                        tres
                     
                     
                     
                     where tc1 is the value specified in Table 1 for one side exposure to
                        that compartment.
                     
                     
                     
                     
                     Roundup0.5 (t) means that t is rounded to the upper
                        half millimetre.
                     
                     
                     
                     
                     The total corrosion addition, tc, in mm, for compartment boundaries and
                        internal members made from stainless steel, or aluminium is to be taken as:
                     
                     
                     
                     
                     tc = tres= 0.5
                     
                     
                     
                     
                     In case of stainless clad steel, the corrosion additions, tc1, for the
                        carbon steel side and tc2, for the stainless steel side are
                        respectively to be taken as:
                     
                     
                     
                     
                        - tc1 as specified for the corresponding compartment in Table 1
                        
- tc2 = 0
                        
                        Table 1 : Corrosion addition for one side of a structural member
                        
                           
                              
                                 | Compartment type | Structural member | tc1 or
                                       tc2 | 
                              
                                 | Oil tankers | BC-A or BC-B ships with L ≥ 150
                                       m | Other BC ships | 
                              
                                 | Ballast water tank, bilge tank, drain
                                    storage tank, chain locker (1) | Face plate of PSM | Within 3m below top of tank (4) | 2.0 | 
                              
                                 | Elsewhere | 1.5 | 
                              
                                 | Other members (2) (3) | Within 3m below top of tank (4) | 1.7 | 
                              
                                 | Elsewhere | 1.2 | 
                              
                                 | Cargo oil
                                    tank, slop tank | Face plate of PSM | Within 3m below top of tank (4) | 1.7 | N/A | 
                              
                                 | Elsewhere | 1.4 | 
                              
                                 | Inner-bottom plating/bottom of tank | 2.1 | 
                              
                                 | Other members | Within 3m below top of tank (4) | 1.7 | 
                              
                                 | Elsewhere | 1.0 | 
                              
                                 | Dry bulk cargo hold
                                    (5) | Transverse bulkhead | Upper part (6) | N/A | 2.4 | 1.0 | 
                              
                                 | Lower stool: sloping plate, vertical plate and top plate
                                    (7) | 5.2 | 2.6 | 
                              
                                 | Other parts | 3.0 | 1.5 | 
                              
                                 | Sloped plating of hopper tank, inner bottom
                                    plating | 3.7 | 2.4 | 
                              
                                 | Other members | Upper part (6) | 1.8 | 1.0 | 
                              
                                 | Webs and flanges of the upper end brackets of side frames of single
                                    side bulk carriers | 
                              
                                 | Webs and flanges of lower brackets of side frames of single side bulk
                                    carriers | 2.2 | 1.2 | 
                              
                                 | Other parts | 2.0 | 1.2 | 
                              
                                 | Exposed to atmosphere | Weather deck plating | 1.7 | 
                              
                                 | Other members | 1.0 | 
                              
                                 | Exposed to seawater | Shell plating between the minimum design
                                    ballast draught waterline and the scantling draught waterline | 1.5 | 
                              
                                 | Shell plating elsewhere | 1.0 | 
                              
                                 | Fuel and lube oil tank | 0.7 | 
                              
                                 | Fresh water tank | 0.7 | 
                              
                                 | Void spaces (8) | Spaces not normally accessed, e.g. access
                                    only via bolted manhole openings, pipe tunnels, inner surface of stool
                                    space not common with a dry bulk cargo hold or ballast cargo hold,
                                    etc. | 0.7 | 
                              
                                 | Dry spaces | Internals of machinery spaces, pump room,
                                    store rooms, steering gear space, etc. | 0.5 | 
                              
                                 | (1) 1.0 mm is to be added to the plate surface
                                    within 3m above the upper surface of the chain locker bottom. | 
                              
                                 | (2) 0.5 mm is to be added to the plate surface
                                    exposed to ballast for the plate boundary between water ballast and
                                    heated cargo oil tanks/slop tanks. 0.3mm is to be added to each surface
                                    of the web and face plate of a stiffener in a ballast tank and attached
                                    to the boundary between water ballast and heated cargo oil tanks or
                                    heated fuel/lube oil tanks/slop tanks. Heated oil tanks are defined as
                                    tanks/slop tanks arranged with any form of heating capability (the most
                                    common type is heating coils). | 
                              
                                 | (3) 0.7 mm is to be added to the plate surface
                                    exposed to ballast for the plate boundary between water ballast and
                                    heated fuel oil or lube oil tanks. | 
                              
                                 | (4) Only applicable to cargo tanks/slop tanks and
                                    ballast tanks with weather deck as the tank top. The 3 m distance is
                                    measured vertically from and parallel to the top of the tank. | 
                              
                                 | (5) Dry bulk cargo hold includes holds intended
                                    for the carriage of dry bulk cargoes, which may carry water ballast. | 
                              
                                 | (6) Upper part of the cargo holds correspond to
                                    an area above the connection between the topside and the inner hull or
                                    side shell. If there is no topside, the upper part corresponds to the
                                    upper one third of the cargo hold height (where a plane bulkhead is
                                    fitted in way of a dry bulk cargo hold, the upper part of the bulkhead
                                    is defined in the same manner). | 
                              
                                 | (7) If there is no lower stool fitted (i.e.
                                    engine room bulkhead or fore peak bulkhead) or if a plane bulkhead is
                                    fitted, then this corrosion addition should be applied up to a height
                                    level with the opposing bulkhead stool in that hold. In the case where a
                                    stool is not fitted on the opposing bulkhead, the vertical extent of
                                    this zone is to be from the inner bottom to a height level with the top
                                    of the adjacent hopper sloping plate, but need not be taken as more than
                                    3 m. | 
                              
                                 | (8) For the
                                    determination of the corrosion addition of the outer shell plating, the
                                    pipe tunnel is considered as for a water ballast tank. | 
                           
                        
                        
                      
                     
                     
                     
                     1.2.2 Minimum value of total corrosion addition 
                     
                     
                     
                     
                     The total corrosion addition is not to be taken less than 2 mm except for web and face
                        plate of stiffeners or in way of internals of dry spaces where 1.5 mm is applicable. 
                     
                     
                     
                     
                     These minimum values of corrosion addition are not applicable to structural members made
                        of stainless steels, stainless clad steels or aluminium alloys. 
                     
                     
                     
                     
                     1.2.3 Stiffener 
                     
                     
                     
                     
                     The corrosion addition of a stiffener is determined according to the location of its
                        connection to the attached plating. 
                     
                     
                     
                     
                     1.2.4 When a local structural member/plate is affected by
                        more than one value of corrosion addition, the most onerous value is to be applied to
                        the entire strake.