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Subject: <br />Job No: Page:6 <br />Engineer: Date:7/9/24 <br />5. Design Loads, Cont. <br />5.2.5 Seismic Loads − Polytier Conveyor − Middle Elevation (Worst Case) <br />Max Support Width =10 ft <br />Wp = 350 lb <br />Rp =1.50 ASCE 7, Table 13.6−1 <br />Ip =1 ASCE7, 13.1.3 <br />ap = 1.00 ASCE7, Table 13.6−1 <br />h = 26 in ASCE7, 13.3.1 <br />z = 0.0 in ASCE7, 13.3.1 <br />Fph =95.0 lb ASCE7, 13.3.1 <br />Fph,min =106.9 lb ASCE7, 13.3.1 <br />Fph,max =570.1 lb ASCE7, 13.3.1 <br />Use:Fph =106.9 lb <br />Fpv =71.3 lb ASCE7, 13.3.1 <br />5.2.6 Seismic Loads − Polytier Conveyor − Middle Elevation with Drive (Worst Case) <br />Max Support Width =10 ft <br />Wp = 1050 lb <br />Rp =1.50 ASCE 7, Table 13.6−1 <br />Ip =1 ASCE7, 13.1.3 <br />ap = 1.00 ASCE7, Table 13.6−1 <br />h = 26 in ASCE7, 13.3.1 <br />z = 0.0 in ASCE7, 13.3.1 <br />Fph =285.0 lb ASCE7, 13.3.1 <br />Fph,min =320.7 lb ASCE7, 13.3.1 <br />Fph,max =1710.2 lb ASCE7, 13.3.1 <br />Use:Fph =320.7 lb <br />Fpv =213.8 lb ASCE7, 13.3.1 <br />Epiq Engineering, LLC Collectors.com <br />2814 Dogwood Place 240575 <br />Nashville, TN 37204 Wilson