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.ATEE <br />mounting <br />systems <br />Configuration <br />Fastener capacity <br />Descriptioh Set 12: Quickmount Comp <br />Max. pressure load 816 [bf <br />Max. suction load -816 Ibf <br />Max. lateral load 677 Ibf <br />Rail <br />Description GS 10/48 <br />Moment of inertia Iz <br />Moment of !inertia ly <br />Resistance moment Wz <br />Resistance moment Wy <br />Cross section area <br />yield stress <br />elasticity modulus <br />0.14 in/4 <br />0.24 inA4 <br />0.20 inAB <br />0.23 inA:3 <br />0.21 inA2 <br />31.6 ksi <br />10153.0 ksi <br />Lead <br />Rail Stress Deflection under load (% a=L/150) Length Load capadty <br />Roof area (%yield)Rail Cantilever Car·Itilever Fastener <br />Field 22.1 %68.4 %9.0 %13.7 in 31.9 % <br />Edges (gableboard))14.3 %30.0 %4.3 %:9.1 in 39.6 % <br />Comer 23.2 %49.5 %7.0 %9.1 in 60.3 % <br />Edges (eaVes)14.3 %30.0 %76.7 %13.7 ih 39.6 % <br />The system was successfully verified. <br />Notes <br />• On ly the statics of the solar substructure is analysed. The rails are designed as a multi-box girder with <br />cantileverwith uniform load distribution considered. <br />e Thevalues formaterial durabilityaretakenoutof thetechnical manual of the manufacturer. <br />Developer:Page 6 of 9 <br />Date 5/13/2014 MS Version 2.0.21.0 <br />Alpha+ 3582819