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NN Englneering, P.S. NikolaV ResidenCe 123068L?mod <br /> 9510 39th Ave.Ct.SW,Lakewood,WA�30M199 <br /> B. SHEAR WALL DEAD LOAD RESISTING MOMENT <br /> 15 psf for dl used to take into account of loads from adjacent walls. <br /> Upper Floor Shear Walis IiN := hZ <br /> Dead Load on Shear Wall <br /> Shear Roof/Floor Weiqhts Wall Weiphis Dead Load Resislinq Moment <br /> Wall <br /> AA1 DLR�aal = 8•fbl �•ll�1 Laal DLWLaaI := H�V p�v Laal DLaal := DI.Wl.aal + DLRPaaI <br /> �3 � DLaal =24001b <br /> DLRFaaI = 128016 DLNLaaI = I1201b <br /> DLRPAaaI := DLnal•Laa1�.5 <br /> DLR�Qaal = 192001bft <br /> � <br /> BBl DLRll�bl = 4 (t - U�lLbb1 DLNLbhI := H�V p«:Lbbl DLbbl = DLWLUbI + DI.Ribbl <br /> 3 � <br /> DLI2fbhl = 3401h DL1VLbbl =5951b DLbbl =9351b <br /> DLRMbb I := DLbE I•Lbh 1 .5 <br /> DLRMbbI =3973.751b(t <br /> � <br /> CCi llLRPccI := 4dt (—•D� Lccl DLWL,ccl := I11V p��;Lccl DLccl := DLVVLccI + DLRTccI <br /> l� <br /> DLccl = 13751b <br /> DLRI'cc1 =5UUlb UL\VLcc1 =8751h <br /> DLRMccI = DLcc1•Lccl•.5 <br /> DLRMcc 1 =8593.75 Ib ft <br /> (? <br /> DD1 DL12Pddi := 22.5 ft l — D� Ld�DLNLddI := HW�p��.Lddl DLddl := DLNLddi + DLRPddI <br /> l� <br /> llLddl = 1622.SIb <br /> DI.l2Pdd1 = I237.SIh DLNLddI = 3851b <br /> DLRMdd l := DLdd I Ldd 1�.5 <br /> DLRMddI =4461.R81bft <br /> � <br /> EEl DLRPecI := 1G.S Il (— ll� LecD1.NLeel := IIW�p��:Lecl DLeel := llLWLeeI + DLRPccI <br /> �3 <br /> DLeel = IG451b <br /> DLRPccI = I15516 DL1VLccl =4JOIh <br /> DLRMeeI := DLeeI Lce1 .5 <br /> DLRMee I =5757.5 Ih ft <br /> FF1 pLRPfI I := 21.5•ft (3 D�l Lffl DLNL(fl = H1V•p��.Lffl DLflI = DLNLffI + DLRF(f I / <br /> llLRPI'I'I = I0751b l J DLWLffI =3501b DL(fl = 14251b <br /> DLRA4(fl := DL(fl�Lffl•.5 <br /> DLRMffI =35G2.SIbfl <br /> Pagc L13 <br />