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�Ili EPIQ ENGINEERING, LLC SUBJECT: ONTRAC (CONVEYOR PORTION) <br /> r 2814 DOGWOOD PLACE JOB No: 22319 PAGE: 3 <br /> STRUCTURAL NASHVILLE, TN 37204 ENGINEER: WILSON DATE: 5/19/22 <br /> SOLUTIONS <br /> 5. DESIGN LOADS. CONT. <br /> 5.2 SEISMIC LOADS <br /> PROJECT RISK CATEGORY: II ASCE 7, TABLE 1.5-I <br /> COMPONENT IMPORTANCE FACTOR, Ip 1.0 ASCE 7, 13.1.3 <br /> REDUNDANCY FACTOR, p: 1.0 ASCE 7, 13.3.1 <br /> SOIL SITE CLASSIFICATION: D ASSUMED PER ASCE 7, 11.4.2 <br /> SPECTRAL RESP. PARAMETER, Si: 0.424 ATC SEISMIC REPORT <br /> SPECTRAL RESP. PARAMETER, Ss: 1.192 ATC SEISMIC REPORT <br /> SPECTRAL RESP. PARAMETER, SDI: NULL ATC SEISMIC REPORT (DOES NOT CONTROL DESIGN) <br /> SPECTRAL RESP. PARAMETER, SDS: 0.954 ATC SEISMIC REPORT <br /> SEISMIC DESIGN CATEGORY: D ASCE 7, 11.6 <br /> ANALYSIS PROCEDURE: SEISMIC DEMANDS ON NONSTRUCTURE COMPONENTS <br /> X-DIRECTION FORCES: <br /> MECHANICAL COMPONENTS - CONVEYORS <br /> RESPONSE MOD. FACTOR, Rp: 3.00 ASCE 7, TABLE 13.6-I <br /> OVERSTRENGTH FACTOR, 00: 2.50 ASCE 7, TABLE 13.6-I <br /> COMPONENT AMPLIFICATION, AP: 2.50 ASCE 7, TABLE 13.6-I <br /> Y-DIRECTION FORCES: <br /> MECHANICAL COMPONENTS - CONVEYORS <br /> RESPONSE MOD. FACTOR, RP: 3.00 ASCE 7, TABLE 13.6-I <br /> OVERSTRENGTH FACTOR, 00: 2.50 ASCE 7, TABLE 13.6-I <br /> COMPONENT AMPLIFICATION, Ap: 2.50 ASCE 7, TABLE 13.6-I <br />