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V1.8 Engineers NW Inc PS 3/28/2022 <br /> 9725 Third Ave NE <br /> Seattle WA 98115 <br /> mu/ Service DO <br /> CASE DL RLL FLL* SL** H WL*** Eta mu. Ph(Mn Deft Ratio <br /> kip-ft % (in) Y.L/150 <br /> 1 IBC 16-1 1.4 0.0 0.0 0.0 1.6 0.0 0.0 -6.7 9 0.0 0 <br /> 2 IBC 16-2 1.2 0.5 1.6 0.0 1.5 0-0 0.0 -6..7 9 0.0 0 <br /> 3 1.2 0.0 1.6 0.5 1.6 0.0 0.0 -6.6 9 0.0 1 <br /> 4 IBC 16-3 1.2 1.6 0.5 0.0 1.6 0.0 0.0 -6.7 9 0.0 0 <br /> 5 1.2 1.6 0.0 0.0 1..6 0.5 0.0 -14.2 19 0.1 3 <br /> 6 1.2 1.6 0.0 0.0 116 0.5 0.0 16.7 24 -0.1 4 <br /> 7 1-2 0.0 0.5 16 1.6 0.0 0.0 -6.3 8 0.0 1 <br /> 8 1-2 0.0 0.0 1.6 1.6 0.5 0.0 -13.6 18 0.1 3 <br /> 9 1.2 0.0 0.0 1.6 1.6 -0-5 0.0 -18.2 27 -0.1 4 <br /> 10 IBC 16-4 1.2 0.5 0.5 0.0 1.6 1.0 0.0 32.0 41 0.2 7 <br /> 11 1.2 0-5 0.5 0.0 1.6 -1.0 0.0 -35.7 52 -0.3 8 <br /> 12 1.2 0.0 0.5 0.5 1.6 1.0 0.0 31.6 40 0.2 7 <br /> 13 1.2 0.0 0.5 0.5 1.5 -1.0 0.0 -36.2 53 -0.3 9 <br /> 14 IBC 16-5 1.2 0.0 0.5 0.2 1.6 0.0 -1.0 -51.5 76 -0-5 16 <br /> 15 12 0.0 0.5 0.2 116 0.0 1.0 52.1 68 0.5 16 <br /> 16 IBC 16-6 0.9 0.0 0.0 0.0 1.5 1.0 0.0 32.0 41 0.2 7 <br /> 17 0.9 0.0 0.0 0.0 1.G -1.0 0.0 -35.3 52 -0.3 8 <br /> 18 IBC 16-7 0.9 0.0 0.0 0.0 1.6 0.0 1.0 53.1 69 0.5 16 <br /> 19 0.9 0.0 0-0 0.0 1.6 0.0 -1.0 -50.1 74 -0.5 16 <br /> *Floor LL>100 f1-1.0 else=0.5 76 16 <br /> "'Snow load an saw tooth roof's or eq f2 0.7 else=0,2 <br /> Design Method= 2nd Order Analysis Pu/O.lF'c*Ag<=100% 9 OK <br /> Mcr<=PhiMn% 79 OK <br /> 'Tensi0n Controlled % 47 OK <br /> Mtj/PhNn% 76 OK <br /> Defl<=L/150% 16 OK <br /> Slender Concrete Wall <br /> 3/28/2022 5:57 PM <br />