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Project: Kaas Add ,.L,. Sheet #: <br /> Project #: 22-29 Date: 8/24/2022 <br /> By: CRW <br /> Seismic Loading [ASCE 7-16 Ch 12, Equivalent Lateral Force Procedure] <br /> SDS 1.08 <br /> SD1 0.59 <br /> Response Modification Factor 6.5 Light-frame(wood) walls sheathed with wood <br /> structural panels rated for shear resistance <br /> Importance Factor, Ie 1.0 <br /> Seismic Response Coefficient, Cs <br /> Cs= SDS/(RIl.e) 0.167 <br /> Cs_max = SD1 /T*(R I le) 0.482 <br /> T= Ct*hn"x 0.189 <br /> TL 6 <br /> Cs min = 0.044 * SDS*le 0.048 <br /> Controlling Cs 0.167 <br /> Seismic Weight <br /> Level Area Dead Load Weight V.level <br /> Roof 264 Roof Dead Load 3960 660 <br /> 0 0 0 0 0 <br /> Total Seismic Weight 3960 <br /> Seismic Base Shear <br /> V.seismic= Cs*Weight 660 lbs [LRFD] <br /> 472 lbs [ASD] <br /> Vertical Distribution of Seismic Loads <br /> Level Weight Height Wx*HxAk Factor Load <br /> Roof 3960 17 67320 1 471.71868 <br /> Floor 0 8 0 0 0 <br /> Total 67320 471.71868 <br />