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mounting <br />systems <br />Cross rail Stress Deflection under load (% A=L/150) Length Load capacity <br />Roof area (%yield)Rail Cantilever Cantilever Attachment <br />Field 20.7 %57.8 %0.0 in 34.2 % <br />Edges (gableboard))30.2 %85.4 %0.0 in 63.5 % <br />Edges (eaves)30.2 %85.4 %0.0 in 63.5 % <br />Comer 27.7 %59.4 %0.0 in 72.4 % <br />The system was successfully verified. <br />Notes <br />• Only the statics of the solar substructure 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 />. <br />Alpha+ 3602533