Laserfiche WebLink
Subject: <br />Job No: Page:3 <br />Engineer: Date:3/24/26 <br />5. Design Loads, Cont. <br />Seismic Parameters <br />Project Risk Category: II ASCE 7, Table 1.5−1 <br />Seismic Importance Factor, IE:1.0 ASCE 7, Table 1.5−2 <br />Redundancy Factor, ρ:1.0 ASCE 7, 12.3.4 <br />Soil Site Classification: D (Default) ASCE 7, 11.4.2 <br />Spectral Resp. Parameter, S1:0.509 ASCE Seismic Report <br />Spectral Resp. Parameter, SS:1.466 ASCE Seismic Report <br />Spectral Resp. Parameter, SD1:0.789 ASCE Seismic Report <br />Spectral Resp. Parameter, SDS:1.151 ASCE Seismic Report <br />Seismic Design Category: D ASCE 7, 11.6 <br />Analysis Procedure: Equivalent Lateral Force Procedure per ASCE 7 <br />X−Direction Framing System: <br />Seismic Force−Resist. System: Steel Ordinary Moment Frame with Unlimited Height <br />Response Mod. Factor, R: 1.00 ASCE 7, Table 15.4−1 <br />Overstrength Factor, Ω:1.00 ASCE 7, Table 15.4−1 <br />Seismic Response Coeff, CS:1.151 ASCE 7, 12.8.1 and 15.4.1 <br />Y−Direction Framing System: <br />Seismic Force−Resist. System: Steel Ordinary Moment Frame with Unlimited Height <br />Response Mod. Factor, R: 1.00 ASCE 7, Table 15.4−1 <br />Overstrength Factor, Ω:1.00 ASCE 7, Table 15.4−1 <br />Seismic Response Coeff, CS:1.151 ASCE 7, 12.8.1 and 15.4.1 <br />Logomark Fencing <br />251177 <br />Wilson <br />Epiq Engineering, LLC <br />2814 Dogwood Pl <br />Nashville, TN 37204