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V1.8 Engineers NW Inc PS 3/18/2022 <br /> 9725 Third Ave NE <br /> Seattle WA 98115 <br /> mu/ service Deft <br /> CASE DL RLL FLL* SL** H WL*** EQ mu Phimn Deft Ratio <br /> kip-ft % (in) 901/150 <br /> 1 IBc 16-1 1..4 0.0 0.0 0.0 1.6 0.0 00 -4.2 3 0.0 1 <br /> 2 IBC 16.2 1.2 0.5 1.6 0.0 1.6 0.0 0 0 -3.6 3 0.0 1 <br /> 3 1.2 0.D 1,6 0.5 1.6 0.0 0 0 -6.0 5 -0.1 3 <br /> 4 IBC 16-3 1.2 1.6 0.5 0.0 1,6 0.0 0.0 -3.6 3 0.0 1 <br /> 5 12 1.6 0.0 0.0 1.6 0.5 0.0 18..2 17 0.2 E <br /> 6 1.2 1.6 0.0 0.0 1.6 -0.5 0.0 -24.2 25 -0.3 8 <br /> 7 1.2 0.0 0.5 1.6 1,6 0.0 0.0 -11.5 9 -0.1 3 <br /> 8 2.2 0.0 0.0 1.6 1.6 0.5 0.0 14.7 14 0.1 <br /> 9 1.2 0.0 OD 1.6 1.6 -0.5 0.0 -29.2 31 -0.3 10 <br /> 10 IBC 16-4 1.2 0.5 0.5 0.0 1.6 1.0 0.0 42.9 40 0.4 13 <br /> 11 1.2 0.5 0.5 0,0 1.6 -1.0 0.0 -55.8 58 -0.5 16 <br /> 12 1.2 0.0 0.5 0.5 1.6 1.0 OD 42.4 39 0.3 17 <br /> 13 1.2 0.0 OS 0.5 1.6 -1.0 0.0 -59.0 61 -0.5 18 <br /> 14 IBC 16-5 1.2 0.0 0.5 0.2 1.6 0.0 -1.0 -65.2 68 -3.0 100 <br /> 15 1.2 0.0 0.5 0.2 1.6 0.0 1.0 55.3 52 0.5 18 <br /> 16 1BC 16-6 0.9 0.0 0.0 0,0 1.6 1.0 0.0 41.1 38 0.4 13 <br /> 17 0.9 0.0 0.0 O.0 1.6 -1.0 D.0 -51.8 54 -0.5 16 <br /> 18 IBC 16-7 0.9 0.0 0.0 0.0 1,6 0.0 1.0 514 50 1.5 50 <br /> 19 0.9 0.0 0.0 0.0 1.6 0.0 -1.0 -59.3 62 -2.5 83 <br /> Floor LL>100 f1=1.0 else=0.5 68 100 <br /> "*Snow load 00.saw toothh roofs or eq f2=0.7 else=0.2 <br /> Design Method= 2nd Order Analysis Pu/Q.1F'c*Ag<=100% 19 OK <br /> Mcr<=PhiMn% 34 OK <br /> ***Tension Controlled°f 36 OK <br /> Mu/PhiMin% 68 OK <br /> Deft<=L/15Q Jo 100 OK <br /> *�* prrlax= 0.02 <br /> Slender Concrete Wall <br /> 3/18/2022 11:21 AM <br />