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mounting <br />systems <br />Rail Stress Deflection under load (% 8=L/150) Length Load capacity <br />Roof area (%yield)Rail Cantilever Cantilever Attachment <br />Field 11.3 %27.1 %72.8 %14.5 in <br />Edges (gableboard))16.7 %40.0 %0.0 in <br />Cross rail Stress Deflection under load (% A-L/150) Length Load capacity <br />Roof area (%yield)Rail Cantilever Cantilever Attachment <br />Field 28.0 %78.2 %0.0 in 46.3 % <br />Edges (gableboard))23.0 %48.8 %0.0 in 64.6 % <br />The system was successfully verified. <br />Notes <br />• Only the statics of the solarsubstructure are analyzed. The rails are designed as multi-box girders with <br />cantilever, and uniform load distribution <br />• The values for material durability are taken from the technical manual of the manufacturer. <br />Developer:Page 8 of 11 <br />Date 5/13/2014 MS Version 2.0.21.0 <br />Alpha+ 3602533