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2 5.47 70 Portrait <br />2 11.12 0 Support placed on adjoining rafter Portrait <br />Analysis for PV impacted areas <br />5. Simple Beam - Exposed Roof Wind Load - Above and Below PV <br />Units Total Allowed Check <br />Delta @ mid span in 0.00 0.80 OK <br />M at mid span lb-ft 4 6,533 OK <br />Sum Downward Loading Conditions: PV; Beam DL; Exposed Roof <br />Environmental Load <br />Units Total Allowed Check <br />in 0.27 0.80 OK <br />%33%100%OK <br />lb-ft 601 6,533 OK <br />psi 601 6,533 OK <br />* Loading includes member self weight & roofing materials. w loading = wind on exposed areas <br />Truss Graphing Tools <br />Framing section with max stress: Rafter span <br />Percent Max Delta <br />Moment <br />fs <br />Delta <br />Parameter <br />Parameter <br />Floor <br />P1 P2 <br />-0.5 <br />0 <br />0.5 <br />1 <br />1.5 <br />2 <br />2.5 <br />3 <br />3.5 <br />4 <br />-1 1 3 5 7 9 11 <br />Array AR-1 iRooFATM Copyright © 2020 Richard Pantel. All Rights Reserved.8 of 13 <br />2341 S Park Dr - <br />10-26-231/22/2024