Laserfiche WebLink
Seismic Design <br /> Evaluation Method: ASCE 41-17 Tier 1 High Seismicity <br /> Analysis Procedure: Linear Static Procedure(LSP) <br /> Performance Objective <br /> Compliance Method Reduced IBC SEBC 2018 <br /> Seismic Hazard Level BSE-2E Section 2.3 <br /> Occupancy Category II I, 11,or III,or IV per ASCE 7-16 Table 1.5-1 <br /> Building Type URM <br /> Tier 1 Code URM <br /> Performance Level S-5 Collapse Prevention <br /> Soil <br /> Site Class D(Default) Assumed (D assumed,without soils report) <br /> Period Determination <br /> hn 28 ft <br /> Ct 0.02 Section 4.5.2.4 All other types <br /> 0 0.75 Section 4.5.2.4 All other types <br /> T, sec Method-1 (Eigenvalue) <br /> T2 0.25 sec Method-2(Eq.4-4) <br /> T3 sec Method-3(Approx. Rayleigh's) <br /> T 0.25 sec Period Used <br /> General Response Parameters <br /> S 0.91 5%in 50-year USGS Latitude&Longitude lookup <br /> S, 0.32 5%in 50-year USGS Latitude&Longitude lookup <br /> SXS 1.10 (Eq.2-1) <br /> SX1 0.63 (Eq.2-2) <br /> Fa 1.20 Section 2.4.1.6 <br /> Fv 1.98 Section 2.4.1.6 <br /> (3 0.05 Effective Damping <br /> 8, 1.00 (Eq.2-3) <br /> Ts 0.57 sec Section 2.4 V = CSaW (Eq.4-1) <br /> TL sec Long Period Transition <br /> Sa 1.09 Section 2.4.1.7 _ k <br /> _ wX hX <br /> Fx E V (Eq.4-2a) <br /> i 1 wihi <br /> Vj = Ex=i Fx (Eq.4-2b) <br /> S. = SX1 < Sxs (Eq.4-3) <br /> OProject: CCS Everett Date: 9/6/2023 <br /> OSI <br /> RUCTURAL Tier 1 Criteria Sheet Project#: <br /> ENGINEERING <br /> 2124 Third Avenue.Suite 100.Seattle.WA 98121 Design: CHE <br /> www.ssfenai neers.corn <br /> Office.' 206.443.6212 Sheet: 2 <br /> Fax: 206.443.4870 <br />