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11—�' <br />Job: <br />Client: <br />Designed by: JJM Date: <br />0.4ap•SDS. (1 + 2•z <br />h� <br />ip <br />Job No. <br />Page t Oof <br />z:= 0 -in <br />h:= 12 -in <br />Fs=0.161 K" y <br />Fs = Seismic Design Force <br />ASCE 7-10 Equation 13.3-1 <br />for loaing at grade - basic. <br />Fs2 := Fs -2 Fs2 = 0.322 <br />Fs = Seismic Design Force <br />ASCE 7-10 Equation 13.3-1 <br />for loaing at 2nd floor (if applicable). <br />Fsrf := Fs -3 Fsrf = 0.483 <br />Fs = Seismic Design Force <br />ASCE 7-10 Equation 13.3-1 <br />for loaing at roof (if applicable). <br />- Checking Minimum Lateral Force Value (eq. 13.3-3): <br />MINFs:= 0.3•SDS•lp MINFs = 0.181 <br />- Checking Maximum Lateral Force Value (eq. 13.3-2): <br />MAXFs := 1.65•SDS•lp MAXFs = 0.996 <br />Martin Consulting Group, Inc. <br />2204 Plaza Drive, Suite 130 <br />Rocklin, California 95765 <br />9161256-4816 Fax 916/302-4065 <br />w( Cry-= <br />S <br />