2.1 The pattern of grain surface movement relates
                           to a transverse section across the portion of the compartment being
                           considered and the resultant heeling moment should be multiplied by
                           the length to obtain the total moment for that portion.
                        
                        
                        
                      
                     
                     
                     
                        
                        
                         
                           2.2 The assumed transverse heeling moment due
                           to grain shifting is a consequence of final changes of shape and position
                           of voids after grain has moved from the high side to the low side.
                        
                        
                        
                      
                     
                     
                     
                        
                        
                         
                           2.3 The resulting grain surface after shifting
                           shall be assumed to be at 15° to the horizontal.
                        
                        
                        
                      
                     
                     
                     
                        
                        
                         
                           2.4 In calculating the maximum void area that
                           can be formed against a longitudinal structural member, the effects
                           of any horizontal surfaces, e.g. flanges or face bars, shall be ignored.
                        
                        
                        
                      
                     
                     
                     
                        
                        
                         
                           2.5 The total areas of the initial and final voids
                           shall be equal.
                        
                        
                        
                      
                     
                     
                     
                        
                        
                         
                           2.6 Longitudinal structural members which are
                           grain-tight may be considered effective over their full depth except
                           where they are provided as a device to reduce the adverse effect of
                           grain shift, in which case the provisions of A 10.9 shall apply.
                           
                        
                        
                        
                      
                     
                     
                     
                        
                        
                         
                           2.7 A discontinuous longitudinal division may
                           be considered effective over its full length.