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Seismic Design Summary : Attached System <br />Roof Number Roof Area 1 Roof Area 1 <br />Array Number 1 2 <br />Number of Modules 24 72 <br />Attachments 6 14 <br />Number of Seismic Attachments 5 14 <br />Array Weight, W 3469.7 lbs 9252.7 lbs <br />Component Importance Factor, I <br />Section 13.1.3 (ASCE 7-16) <br />1 1 <br />Component Response Factor, R <br />Table 13.6-1 (ASCE 7-16) <br />1.5 1.5 <br />Component Amplification factor, A <br />Table 13.6-1 (ASCE 7-16) <br />1 1 <br />Horizontal Seismic Design Force, F (0.4 x a x S x W (1 + 2z/h)) / (R /I ) <br />Equation 13.3-1 (ASCE 7-16) <br />2862.3 lbs 7633.1 lbs <br />Minimum F (0.3 x S x I x W ) <br />Equation 13.3-3 (ASCE 7-16) <br />1073.4 lbs 2862.4 lbs <br />Maximum F (1.6 x S x I x W ) <br />Equation 13.3-2 (ASCE 7-16) <br />5724.7 lbs 15266.2 lbs <br />Used F 2862.3 lbs 7633.1 lbs <br />Net ASD F , 0.7 x F <br />Section 13.1.8 (ASCE 7-16) <br />2003.6 lbs 5343.2 lbs <br />Max. Allowable Shear per Attachment 401.6 lbs 401.6 lbs <br />Max. Shear Load per Attachment 333.9 lbs 381.7 lbs <br />Check OK OK <br />p <br />p <br />p <br />p <br />p p DS pf p p <br />p DS p p <br />p DS p p <br />p <br />p p <br />Note : Please address the warnings if you find None values in the table. <br />Page 17 of 32 <br />Page 37