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1t1.8 Engineers NW Inc PS 3/28/2022 <br /> 9725 Third Ave NE <br /> Seattle WA 98115 <br /> Mu/ Service Qefl <br /> CASE dL RLL. FLL* SL' H M*** EQ Mu PhitiAn Oefl Ratio <br /> kil3 ft % (in) %L/150 <br /> 1 IBC 16-1 1.4 0.0 0,0 0.0 1.6 0.0 0.0 -5.4 9 U 0 <br /> 2 IBC 16-2 1.2. 0.5 1..6 0.0 1.6 0.0 0,0 -5.4 9 0.0 0 <br /> 3 1.2 0.0 1.6 0.5 1.6 0.0 0.0 -5.3 4 0.0 <br /> 3 IBC16-3 1.2 1.6 0.5 0.0 1.6 0.0 0.0 -5.4 9 0,0 i <br /> 5 1.2 1.6 0-0 0.0 1.6 0.5 0.0 -12.1 21 0.1 4 <br /> 6 1.2 S.6 0,0 0.0 1.6 -0.5 0.0 14.5 24 -0.1 4 <br /> 7 1.2 0.0 0.5 LG 1.6 0.0 0.0 -5.1. 8 0,0 1 <br /> 8 1.2 0.0 0.0 1..6 1.6 0.5 0.0 -11.5 20 0.1 3 <br /> 9 1.2 0.0 0.0 1.6 1.6 -0.5 0.0 15.3 27 -0,1 5 <br /> 10 IBC 16-4 1,2 0.5 0.5 0.0 1.6 1,0 0.0 23.9 38 0.2 7 <br /> 11 1.2 0.5 0.5 Oda 1.6 1.0 U -27.5 51 -0.3 9 <br /> 12 1-2 0.0 0.5 0.5 1.6 1.0 0.0 23.6 38 0.2 7 <br /> 13 1.2 0.0 0.5 0.5 1.6 1.0 0.0 -27.9 51 -0.3 10 <br /> 14 IBc 16-5 1.3 0.0 0.5 0.2 1..6 M -1.0 -39.S 73 -0.7 24 <br /> is 1.2 0.0 0.5 0.2 1.6 0.0 L.O 39.9 65 0.6 20 <br /> 16 8BC 16-6 0.9 0,0 0.0 0.0 1.6 1.0 0.0 23.9 38 0.2 7 <br /> 17 0.9 0.0 0.0 0.0 1.6 1.0 0.0 -27.0 s0 -0.3 9 <br /> 18 IBC16-7 0.9 0.0 0.0 0.0 1.6 0,0 1.0 41.8 68 0.6 21 <br /> 19 0.9 0.0 0.0 0.0 1.6 O.O -1.0 -39.6 73 -0.7 23 <br /> Floor LL>100f1=1:0 else=0.5 73 24 <br /> -Snow load on saw tooth roofs or eq f2=0.7 else=0.2 <br /> Design Method= 2nd Order Analysis Pu/O.1F`c*Ag<=1t}0% 9 OK <br /> Mcr<=PhiMn% 78 OK <br /> *'**Tension Controlled %g 44 OK <br /> Mu/PhiMn % 73 OK <br /> De€l<=L/150% 24 OK <br /> Amax 0.02 <br /> Slender Concrete Wall <br /> 3/28/2022 6:24 PM <br />