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Larson Engineering,Inc. SUBJECT: U.S. CUStOrt15 & SHEET NO. C-13 <br /> 5757 Phantom Orive,Suite 20a Border Protection PROJECT NO. 51090137.000 <br /> � � Sl.Louis,M06�04Z-2a55 portAnaeles WA ev RV DATE 4121/2009 <br /> 714.7J1.4710 Faz: 914.7314i12 <br /> waw.larsonengr.wm <br /> � Larson <br /> LATERAL FORCE RESISTING SYSTEM <br /> Daflection of Elov.D due to Unit Load Op:= 1.531n RISA,Sheot M-4 <br /> Deflectlon of Elev.B due to Unit Load � 0.33in RISA,Sheet M-2 <br /> e�= <br /> 1 —� <br /> RlgldityofElev.D Rp:= � Rp= 0.65•In <br /> D <br /> 1 —1 <br /> Rigldlty of Elev.B Rg:_ � Rg=3.03�in <br /> 9 <br /> �a�s Ro <br /> Latoral Load Dlstributed to Elev.D �o'— R + R Po=Z9�•93•Ibf <br /> D B <br /> Vdes'�B <br /> Lateral Load Distrlbutad to Elev.B PB:= R + R Pe=1353.47•Ibf <br /> o e <br /> L <br /> r�:= — Xo=�ft <br /> Distanco from Centrold cf 2 <br /> Building to Elcv.D � <br /> Distanco from Centroid of Xg�= 2 �=7� <br /> Bulding to Elev.B <br /> —xo'Ro+xa'Re <br /> Distanco from Centroid �R'— R + R �—452ft <br /> toContorofRigidity � g <br /> MomentduetoEcr.ontrici[y Miat:= �eas"crt Minc=Z43•kip•ft <br /> of Lateral Load <br /> Mlac <br /> Lateral Load In Long IValls V�� w V�=928•86•Ibf <br /> �d�s�= ma�Vwa��s� <br /> VdesL <br /> La[eral Load Taken by Elevation A Vq:= ma V�,z Vp=928.86•Ibf <br /> Lateral Load Taken by Eleva[lon B VB:= Pg YB=1353.47•Ibf <br /> Laterel Load Taken by E�evation C ��:= 1'q V�=928•86•Ibf <br /> Lat�ral Load Takcn Fy Elcvatlon D Vp:= Pp Vp=291•93•Ibf <br />