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, EPIQ ENGINEERING, LLC SUBJECT: ONTRAC (CONVEYOR PORTION) <br /> mon <br /> I•Ir 2814 DOGWOOD PLACE JOB NO: 22319 PAGE: 4 <br /> STRUCTURAL NASHVILLE, TN 37204 ENGINEER: WILSON DATE: 5/19/22 <br /> SOLUTIONS <br /> 5. DESIGN LOADS, CONT. <br /> 5.2.1 SEISMIC LOADS - MS CONVEYOR (WORST CASE) <br /> MAX SUPPORT WIDTH = 10 FT <br /> WP = 380 LB <br /> RP = 3.00 ASCE 7, TABLE 13.6-I <br /> IP = I ASCE7, 13.1.3 <br /> AP = 2.50 ASCE7, TABLE 13.6-I <br /> H = 209.75 IN ASCE7, 13.3.1 <br /> z = 0.0 IN ASCE7, 13.3.1 <br /> FPH = 120.8 LB ASCE7, 13.3.1 <br /> FPH,MIN = 108.8 LB ASCE7, 13.3.1 <br /> FPN,MAX = 580.0 LB ASCE7, 13.3.1 USE: FPH = 120.8 LB <br /> FPv = 72.5 LB ASCE7, 13.3.1 <br /> 5.2.2 SEISMIC LOADS - MS CONVEYOR WITH DRIVE (WORST CASE) <br /> MAX SUPPORT WIDTH = 7.5 FT <br /> WP = 4323 LB <br /> RP = 3.00 ASCE 7, TABLE 13.6-I <br /> IP = 1 ASCE7, 13.1.3 <br /> AP = 2.50 ASCE7, TABLE 13.6-I <br /> H = 70.1875 IN ASCE7, 13.3.1 <br /> z = 0.0 IN ASCE7, 13.3.1 <br /> FPH = 1374.7 LB ASCE7, 13.3.1 <br /> FPH,MIN = 1237.2 LB ASCE7, 13.3.1 <br /> FPH,MAX = 6598.6 LB ASCE7, 13.3.1 <br /> USE: FPH = 1374.7 LB <br /> FPv = 824.8 LB ASCE7, 13.3.1 <br />