Ex Parte SMITH et al - Page 7




              Appeal No. 2002-2084                                                                Page 7                
              Application No. 09/016,740                                                                                


              open-section members rigidly secured to the T-beams in an orthotropic design.  Top                        
              flanges 38 of adjacent pans 34 provide a continuous deck panel extending the length of                    
              the T-beams 28.  A pair of elongated side channel members or rub rails 52, each                           
              having a substantially C-shaped cross-sectional configuration, are fitted over the ends                   
              of pans 34.                                                                                               


                     The detailed construction of the trailer bed lower support structure is best                       
              understood by referring to Figures 7 and 8.  The front of the trailer is supported                        
              independently of the tractor on a conventional telescoping landing gear 62.  A series of                  
              spaced apart lightening holes 64 are punched through web 30 of each T-beam                                
              rearward of the landing gear.  Each lightening hole 64 is formed by bending the metal                     
              surrounding it away from the plane of flange 30 to work-harden the steel and thereby                      
              provide additional strength for the T-beams.  Moreover, each lightening hole 64                           
              provides a substantial weight savings.  Two series of holes 64 are formed in the wide                     
              intermediate portion of web 30, with a single series of the holes being formed                            
              in the narrower front and rear portions of the web.  Alternatively, a single                              
              series of wider holes 65 (shown in Figure 1) may be formed in webs 30, although                           
              Loeber prefers to use a large number of smaller holes, as shown in Figure 7,                              
              because the additional working of the steel provides greater work-hardening and                           
              therefore a stronger structural member.                                                                   








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