4.2.1 The
                                 SWL of the fixed cargo securing fitting is to be used as the design
                                 load when approving the weld attachments and the support structure
                                 of the fixed cargo securing fitting.
                              
                              
                              
                            
                           
                           
                           
                           
                           
                           
                              
                              
                              4.2.3 When
                                 considering the loads, all expected directions of operation are to
                                 be taken into account.
                              
                              
                              
                            
                           
                           
                           
                              
                              
                              4.2.4 Stresses induced in the weld attachments, supporting structure, cell guides
                                 and other structures serving as fixed cargo securing points, determined using the design
                                 loads as defined in Pt  3, Ch  14,  4.2 Strength 4.2.1 to Pt  3, Ch  14,  4.2 Strength 4.2.3, are not to exceed the permissible values given in
                                 Table 14.4.1 Permissible stress values. 
                              
                              
                              
                              
                              
                              
                                 Table 14.4.1 Permissible stress values
                                 
                                    
                                       
                                          |  | Permissible
                                             stress, N/mm2
 | 
                                       
                                          | Normal stress (bending, tension,
                                             compression) | 0,67σo | 
                                       
                                          | Shear stress | 0,4σo | 
                                       
                                          | Combined stress | 0,86σo | 
                                       
                                          | Symbols | 
                                       
                                          | 
                                                
                                                   
                                                      | σo | = | specified minimum yield stress, in N/mm2 |  | 
                                    
                                 
                                 
                               
                              
                              
                            
                           
                           
                           
                              
                              
                              4.2.5 Structural strength of container lashing bridges is to be assessed in
                                 accordance with the ShipRight SDA Procedure for the Assessment of Container Ship Lashing
                                 Bridge Structures.