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                                 | Critical locations | 
                              
                                 |   | 
                              
                                 | Note 1: Where a face plate is considered necessary, it is recommended
                                       that design features be adopted to reduce the stress concentration
                                       at the face plate termination (e.g. taper and soft nose). Adequate
                                       fatigue life of the weld on the bracket edge in way of such
                                       terminations is to be confirmed. 
                                     Note 2: ‘Slit type cut-outs are to be adopted in way of the bracket
                                       toe as shown. Alternatively, cut-outs with insert type collars will
                                       be accepted. Scallops are to be avoided.’
                                     | 
                              
                                 | Critical location | Intersections of webs of transverse bulkhead horizontal
                                    stringer and double side tank side stringer forming square
                                    corners. | 
                              
                                 | Detail design standard | A soft toe backing bracket is to be fitted. The following bracket
                                       sizes are recommended: 
                                        
                                          VLCC: 800×800×30, R600 with soft toe as shown in figure
                                             above, 
                                          Other tankers: 800×600×25, R550 with soft toe as
                                             shown in figure above, where the longer arm length is in way
                                             of the inner skin. 
                                          The specified minimum yield stress for the bracket is not to be less
                                       than 315 N/mm2. The free edge is to be ground smooth with
                                       corners rounded.
                                     | 
                              
                                 | Building tolerances | The nominal distance between the centres of thickness of
                                    the two abutting members should not exceed 1/3 of the as-built plate
                                    thickness of the inner hull longitudinal bulkhead. | 
                              
                                 | Welding requirements | Vertical weld between the inner hull plating and transverse bulkhead
                                       plating, fillet welding having minimum weld factor 0.44. 
                                     Welding between the backing bracket and the adjoining plates is to be
                                       double sided fillet welding having minimum weld factor 0.44 except
                                       in way of the bracket toes. Full penetration welding is to be used
                                       for the connection of bracket toes to the inner hull and transverse
                                       bulkhead plating for a distance of 200 mm from the toes and the weld
                                       toes are to be ground smooth in way.
                                     |