Ex parte MAYERJAK - Page 6




          Appeal No. 96-0162                                                          
          Application 08/030,806                                                      

          discloses a flex frame with cross section dimensions which meet             
          the stiffness criteria recited in claim 1.                                  
                    The appellant in the specification at page 8 states               
          that as the driving member was rotated the stiffness exhibited by           
          a Wirth flex frame to the defection imposed on it varied with the           
          rotational angle of the coupling.  In fact, appellant states that           
          a coupling made of identical rectangular flex frames with long              
          legs thinner than short legs as disclosed in Wirth is more non-             
          uniform than a similar coupling made of four identical flex                 
          flames with long and short legs of equal thickness.                         
          (Specification at pages 8-9).  The examiner has not advanced any            
          technical reasons why this analysis of the appellant is in error.           
                    The examiner, in explaining the rejection under 35 USC            
          § 102(b) of claims 1-6 and 18-21 as being anticipated by Wirth              
          states that:                                                                
                    Since Wirth includes all of the structure                         
                    that has been set forth in the claims, the                        
                    required ratios of stiffness of the members                       
                    are also inherently met since no specific                         
                    structure has been set forth that defines how                     
                    these stiffness are defined.                                      
          We do not agree that the structure set forth that defines the               
          stiffness is not defined.  The appellant on pages 9 through 32 of           
          his specification defines the structure and how the dimensions              
          are determined.                                                             

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