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V1.8 Engineers NW Inc PS 3/28/2022 <br /> 9725 Third Ave NE k <br /> Seattle WA 98115 <br /> Mu( Service Deft <br /> CASE DL. RLL FLV SL** H WL*** £Cf mu PhiMn Deft Ratio <br /> kip-ft % (in) %L/150 <br /> 1 18C 16-1. 1.4 0.0 0.0 0.0 1,6 0.0 0.0 -7.8 9 0,0 0 <br /> 2 IBC 16-2 1.2 0.5 1.6 0.0 1.6 0.0 0.0 -7.8 9 0.0 0 <br /> 3 1.2 0.0 1.6 0.5 1.6 0.0 0.0 -7.5 9 0.0 1 <br /> 4 IBC 16-3 1.2 1.6 0.5 0.0 1.6 0.0 0.0 -7.8 9 0.0 0 <br /> 5 1.2 1.6 0.0 0.0 1.6 0.> 0.0 -16.4 20 DA 3 <br /> 6 1.2 1.6 0.0 0.0 1..6 -0.5 0.0 -21.5 30 -0.1 4 <br /> 7 1.2 0.0 0.S 1.6 1.6 0.0 0.0 -13.5 16 0.0 1 <br /> 8 1.2 0.0 0.0 1.6 1.6 0.5 0.0 -14.9 18 0.1 2 <br /> 9 1.2 0,0 0.0 1.6 1.6 -0.5 0.0 -26.7 38 -0.1 5 <br /> 10 1BC 16-4 1.2 0.5 0.5 0-0 1.6 1.0 0.0 37,6 45 0.2 6 <br /> 11 1.2 0.S 0.5 0.0 1.6 -1.0 0.0 -45.3 62 -0.2 8 <br /> 12 L2 0.0 0.5 0.5 1.6 1.0 0.0 36.1 43 0.2 5 <br /> 13 1.2 0.0 0.5 0.5 1.6 •1..0 0.0 -46.9 54 -0.3 9 <br /> 14 IBC 16-5 1.2 0.0 0.5 0.2 1.6 0.0 -1.0 -72.6 100 -0.5 17 <br /> 1S 11 0.0 0.5 0.2 1.6 0.0 1.0 66.7 so 0.4 14 <br /> 16 lK.1" 0.9 0.0 0,0 0.0 1.6 1.0 0.0 37.8 45 0.2 6 <br /> 17 0.9 0.0 0.0 0.0 L6 -1.0 0.0 -44.5 61 -0.2 8 <br /> 18 f8c 16-7 0-9 0.0 0.0 0.0 1.6 0.0 1.0 67.1 81 IS 16 <br /> 19 0.9 0.0 0.0 0.0 1.6 0.0 -1.0 -69.2 95 -0.5 16 <br /> `Floor LL>100 f1=1.0 else=0.5 100 17 <br /> "Snow load on saw tooth roofs or eq 1`2=0.7 else=0.2 <br /> Design Method= 2nd Order Analysis Pu/O.IF'c*Ag<=100% 9 OK <br /> Mcr<=PhiMn% 96 OK <br /> 'Tension Controlled % 37 OK <br /> Mu/PhiMn°% 100 OK <br /> DefI <=L/150% 17 OK <br /> Amax= 0.02 <br /> Slender Concrete Wall <br /> 3/28/2022 7:37 PM <br />