Section 
                     7 Single bottom structures
                  
                  
                  
                  
                  
                  
                  
                     
                        
                         
                        7.1 General
                        
                        
                        
                        
                           
                           
                              
                              
                              7.1.1 The
                                 requirements of this Section, unless specified otherwise, are applicable
                                 to all ship types, NS1, NS2 and NS3.
                               
                              
                              
                            
                           
                           
                           
                           
                           
                           
                           
                           
                           
                           
                           
                           
                           
                           
                         
                        
                        
                      
                     
                   
                  
                     
                        
                         
                        7.2 Centreline girder
                        
                        
                        
                        
                           
                           
                           
                           
                           
                           
                           
                           
                           
                           
                           
                              
                              
                              7.2.4 The
                                 face flat thickness is to be not less than the thickness of the web.
                               
                              
                              
                            
                           
                           
                           
                              
                              
                              7.2.5 The
                                 ratio of the width to thickness of the face flat is to be not less
                                 than 8 but is not to exceed 16.
                               
                              
                              
                            
                           
                           
                         
                        
                        
                      
                     
                   
                  
                     
                        
                         
                        7.3 Side girders
                        
                        
                        
                        
                        
                        
                      
                     
                   
                  
                     
                        
                         
                        7.4 Floors - general
                        
                        
                        
                        
                           
                           
                              
                              
                              7.4.1 The
                                 web thickness, t
                                 w, of plate floors, is to
                                 be accordance with Vol  1, Pt  6, Ch  2,  2.9 Proportions of stiffener sections and
                                 is to be taken as not less than:
                                 
                               
                              
                              
                              
                              for NS1 ships 
                              
                              
                              
                              
                              
                              for NS2 and NS3 ships 
                              
                              
                              
                              
                              
                              where 
                              
                              
                              
                              
                                 d
                                 f is to
                                 be determined from Table 3.2.1 Minimum structural
                                    requirements
                                 
                               
                              
                              
                              
                              
                                 k
                                 s and S are as defined in Vol  1, Pt  6, Ch  3,  3.2 Symbols 3.2.1
                                 
                               
                              
                              
                              
                              Where the floor spacing, S is greater than 2,0 m it is recommended that the floor
                                 thickness is calculated by direct calculations.
                               
                              
                              
                            
                           
                           
                           
                           
                           
                           
                              
                              
                              7.4.3  If
                                 the side frames of the ship are attached to the floors by brackets,
                                 the depth of floor may be reduced by 15 per cent and the floor thickness
                                 determined using the reduced depth. The brackets are to be flanged
                                 and have the same thickness as the floors, and their arm lengths clear
                                 of the frame are to be the same as the reduced floor depth given above.
                               
                              
                              
                            
                           
                           
                           
                              
                              
                              7.4.4 The face flat thickness is to be not less than the thickness of the web
                                 plate. The ratio of the breadth of the face flat to the thickness of the face flat is to
                                 be not less than 8 but is not to exceed 16.
                               
                              
                              
                            
                           
                           
                           
                              
                              
                              7.4.5 Additionally
                                 floors are to comply with the requirements for bottom transverse web
                                 frames.
                               
                              
                              
                            
                           
                           
                         
                        
                        
                      
                     
                   
                  
                     
                        
                         
                        7.5 Single bottom structure in machinery spaces 
                        
                        
                        
                        
                           
                           
                           
                           
                           
                           
                           
                           
                              
                              
                              7.5.3 The
                                 depth and section modulus of floors anywhere between engine or gearbox
                                 girders is to be not less than that required to maintain continuity
                                 of structural integrity or 50 per cent of the depth given in Vol  1, Pt  6, Ch  3,  7.4 Floors - general The face flat area and web thickness
                                 for such reduced floor heights are to be increased appropriately in
                                 order to maintain continuity of structural strength.
                                 
                               
                              
                              
                            
                           
                           
                           
                              
                              
                              7.5.4  In
                                 way of machinery spaces situated amidships the minimum depth of floors
                                 is to be at least 10 per cent greater than that required in Vol  1, Pt  6, Ch  3,  7.4 Floors - general. If the top of the floors is recessed
                                 in way of the engines, the depth of the floors in way of the recess
                                 should generally be not less than that required by Vol  1, Pt  6, Ch  3,  7.4 Floors - general, but this will be specially considered
                                 in each case in relation to the arrangements proposed.
                                 
                               
                              
                              
                            
                           
                           
                           
                           
                           
                         
                        
                        
                      
                     
                   
                  
                     
                        
                         
                        7.6 Rudder horns
                        
                        
                        
                        
                           
                           
                              
                              
                              7.6.1 The
                                 shell plating thickness in way of the rudder horn is to be increased
                                 locally, by generally not less than 50 per cent but need not to be
                                 taken as greater than the keel thickness required by Vol  1, Pt  6, Ch  3,  2 Minimum structural requirements. The scantlings of rudder
                                 horns will be specially considered.
                                 
                               
                              
                              
                            
                           
                           
                         
                        
                        
                      
                     
                   
                  
                     
                        
                         
                        7.7 Forefoot and stem
                        
                        
                        
                        
                           
                           
                           
                           
                           
                              
                              
                              7.7.2 The
                                 forefoot and stem is to be additionally reinforced with floors.
                               
                              
                              
                            
                           
                           
                         
                        
                        
                      
                     
                   
                
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