2.1 Local corrosion 
                     
                     
                     
                     
                     2.1.1 Renewal thickness of local structural elements 
                     
                     
                     
                     
                     Local structural elements include local supporting members and primary
                        supporting members. 
                     
                     
                     
                     
                     Steel renewal is required if the measured thickness, tm in
                        mm, is less than the renewal thickness, tren defined as: 
                     
                     
                     
                     
                     tren = tas – built – tc –
                        tvol_add
                     
                     
                     
                     2.1.2 Renewed area 
                     
                     
                     
                     
                     Areas which need to be renewed based on the renewal criteria in [2.1.1] are,
                        in general, to be repaired with inserted material which is to have the same or greater
                        grade and yield stress as the original, and to have a thickness,
                        trepair in mm, not less than: 
                     
                     
                     
                     
                     trepair = tas – built –
                           tvol_add
                     
                     
                     
                     2.1.3 Alternative solutions 
                     
                     
                     
                     
                     Alternative solutions may be adopted in accordance with the requirements of the Rules
                        and/or documents of the individual Society which incorporate IACS UR Z10.2, Z10.4 and
                        Z10.5, where the measured thickness, tm is such as:
                     
                     
                     
                     
                     tren ≤ tm < tren +
                           tres
                     
                     
                     
                     2.2 Global corrosion 
                     
                     
                     
                     
                     2.2.1 Application 
                     
                     
                     
                     
                     The ship’s longitudinal strength is to be evaluated by using the thickness of structural
                        members measured, renewed and reinforced, as appropriate, during special surveys, for
                        ships over 10 years of age. 
                     
                     
                     
                     
                     2.2.2 Renewal criteria 
                     
                     
                     
                     
                     The hull girder strength criteria are given as detailed below. 
                        
                           - Deck and bottom zones: The current hull girder section modulus at deck and at
                              bottom determined with the thickness measurements are not to be less than 90% of
                              the section modulus calculated according to Ch 5, Sec 1 with the gross offered
                              thickness. Alternatively, the current sectional areas of the bottom zone and of
                              the deck zone which are the sum of the measured item areas of the considered
                              zones are not to be less than 90% of the sectional area of the corresponding
                              zones determined with the gross offered thickness.
                           
 
                           - Neutral axis zone: The current sectional area of the neutral axis zone, which is
                              the sum of the measured plating areas of this zone, is not to be less than the
                              sectional area of the neutral axis zone calculated with the gross offered
                              thickness minus 0.5 tc.
                           
 
                        
                        
                        
                      
                     
                     
                     
                     If the actual reduction of the gross offered thickness of all items, of a given
                        transverse section, which contribute to the hull girder strength is less than 10% for
                        the deck and bottom zones and 0.5tc for the neutral axis zone, the
                        hull girder strength criteria of this transverse section is satisfied and the
                        calculations of the different zone areas with measured thicknesses need not be carried
                        out. 
                     
                     
                     
                     
                     The gross offered thickness is defined in Ch 3, Sec 2.