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NNEngineering, P.S. NikolaY Residence �23 6 L?md <br /> 9518 39th 4ve.CL SW,Lakewootl,WA 98499 <br /> B. SHEAR WALL DEAD LOAD R[SISTING MOMENT(cont.) Main Floor Shear Walls EjW := h� <br /> Dead Load on Shear Wall <br /> Shear Rooi/Floor Weiqhts Wall Weiqhts Dead Load Resistinp Moment <br /> Wall <br /> A1 DLRFaI := 9•ft•I �•D��LaI DLWLaI := HWp��.Lal DLaI := DLWLaI + DLRPaI <br /> l3 <br /> DLRPaI =7201b DLNLaI =5G016 DLaI = 128016 <br /> DLRMaI := DLaI La1 .5 <br /> DLRMaI =51201bft <br /> (� <br /> B1 DLRf•bl := S�ft•I —•D� •Lhl DLWLbI � HWp��Lbl DLbI := DL�4Lbl + DI.RI•l�l <br /> �� <br /> DLRPUI =3251b DLWL.hI =4551b DLhI =7801b <br /> DLRMhI := DLbI Lb1 .5 <br /> DLRMb I =253�Ib ft <br /> C1 DLhPcI := S ft•r��D�1Lcl DL.\'VLcI = HN•p��Lcl DLcI = DLWLci + DLRPcI <br /> DI.RPcI =65011 3 J DLWLcI =9101b DLcI = 15601b <br /> DL.RMcI := DLcI•Lc1�.5 <br /> DLRMcI = 101401bft <br /> � <br /> D1 DLRFdI :_ ?S fi — D� Ldl llL1YLdl := Ii�V•pµ;Ldl DLdI := DL�VLdI + DLRFdI <br /> 3 <br /> DLRPdI = 13751b DL1VLdi = 3R511r DLdI = 17GOIb <br /> DLRMdI = DLdI�Ld1�.5 <br /> DLRMd I =48401b fi <br /> � <br /> El ULRPcI = 4�ft - D� Lcl DLWI.. 1 := Ff�V p��;Lcl DLcI := DL\VLeI + llLRFcI <br /> 3 <br /> DLRPeI = 2001b DLVVLcI = 35p1b DLeI =5501b <br /> llLR�9el := DLeI�Le1�.5 <br /> DLRAtei = 13751bft <br /> /� <br /> F1 DLRPfI = S fbl — D� Lf'1 DLWLfI := HN pW Lfi DLfI := DL1VLfl + DLRP(I <br /> l3 <br /> ll1,RPfi =24016 DL�'VLfI =2101b DL(I =4501b <br /> DLRMfI := DLfI•Lf1 .5 <br /> DLRT4f I =675 Ib ft <br /> Page L14 <br />