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DOTEC Corp. <br />Earthquake load <br />General Input <br />USGS-Provided output <br />≔Ss 1.45 g ≔SMS 1.72 g <br />≔S1 0.48 g ≔SDS 1.15 g <br />≔Fv 2.4 Table 11.4-2, ASCE 7-16; for soil site class D <br />Sm1 1.16 g Eq:11.4-2; ASCE 7-16 <br />≔SD1 0.78 g Eq:11.4-4; ASCE 7-16 <br />Seismic design category: D <br />≔R 3.5 The Response Modification factor <br />(Table 12.2-1; ASCE 7-16) <br />I 1.0 The Occupancy Importance Factor <br />ρ 1.0 Sec. 12.3.4; ASCE 7-16 <br />Seismic Response Coefficient <br />Cs =――SDS <br />―R <br />I <br />0.33 g ASCE 7-16; Equation 12.8-2 <br />Approximate Fundamental Period <br />56 of 89 <br />3201 S Halladay St <br />5/5/2025