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V1.8 Engineers NW Inc PS 3/18/2022 <br /> 9725 Third Ave NE <br /> Seattle WA 99115 2�' <br /> t h+ <br /> Mu f Service DO <br /> CASE DL RLL FLL* St** }{ WL*** EQ Mo PhWn Oefl Ratio <br /> kip-ft % (in) 9�1/iS0 <br /> 1 IBC 16-1 1.4 0.0 0.0 0.0 1.6 0.0 0.0 -4.9 3 0.0 1 <br /> 2 IBC 16-2 1.2 0-5 1.6 0.0 1.6 0.0 0.0 -4.2 3 0,0 <br /> 3 1.2 0.0 L6 0.5 1.6 0.0 0.0 -7.1 4 -0.1 3 <br /> 4 18C 16-3 1.2 1.6 0.5 0.0 1.6 0.0 0.0 -4.2 3 0.0 1 <br /> 5 1.2 1.6 0.0 0.0 1.6 0.5 0.0 23.0 16 0.2 7 <br /> 6 1.2 1.6 0.0 0.0 1.6 -0.5 0.0 -30.3 24 -0.3 10 <br /> 7 1.2 0.0 0.5 1.6 1.6 0.0 0.0 -13.5 8 -0.1 3 <br /> 8 1.2 0.0 0.0 1.6 1.6 0.5 0.0 110 13 0,2 5 <br /> 9 1.2 0.0 0.0 1.6 1.6 -0.5 0.0 -43.2 35 -0.4 12 <br /> 10 iBC 16-4 1.2 0.5 0.5 0.0 1.6 1-0 OX 55.0 39 0,5 15 <br /> 11 1.2 0.5 0.5 0.0 1.6 -1.0 0.0 -71.3 57 -1..6 54 <br /> 12 1-2 0.0 0.5 0.5 1.6 1.0 0.0 54.E 39 0.4 14 <br /> 13 1.2 0.0 0.5 0.5 1.6 -1.0 0.0 -75.6 61 -2.4 80 <br /> 14 IBC 16-5 1.2 0.0 nA 0.2 1.G 0.0 1,0 74.7 60 3.0 99 <br /> 15 1,2 0.0 O.S 0.2 1,6 0.0 1.0 63.1 46 1.3 44 <br /> 16 !8C 16-6 0.9 0.0 0.0 0.0 1.6 1.0 0.0 52,6 38 0.5 15 <br /> 17 0.9 0.0 0.0 0.0 1.6 1.0 0.0 -65.0 52 -1.6 54 <br /> - 1.8 IBC 16-7 0.9 0.0 0.0 0.0 1.6 0.0 1.0 60.8 44 1.7 55 <br /> 19 0.9 0.0 0.0 0.0 1.6 0.0 -1,C -67.3 54 -2.5 82 <br /> Floor U>100 fi=i_O else=o.s 61 99 <br /> -Snow load On uw tooth roofs oreq Q=0.7 else=0.2 <br /> Design Method= 2nd Order Analysis Pu/0.1F'c*Ag<=100% 23 OK <br /> Mcr<=PhiMn% 27 OK <br /> ***Tension Controlled% 46 OK <br /> Mu/PhiMn% 61 OK <br /> De4i<=L/150% 99 OK <br /> 4** Amax= 0.02 <br /> Slender Concrete Wall <br /> 3/18/2022 11:06 AM <br />