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V1.8 Engineers NW Inc PS 3/18/2022 <br /> 9725 Third Ave NE <br /> Seattle WA 98115 r <br /> Mu J Service Deft <br /> CASE DL RILL FLL* SL** H WL*** EQ Mu PhiMn Deft Ratio <br /> kip-ft %p (inl %Lf 150 <br /> I 18C 16.1 1A 0.0 0.0 0.0 1.6 0.O 0.0 -5.3 3 0.0 i <br /> 2 18C 16-2 1.2 0.5 1-6 0.0 1.6 0.0 0.0 -4.5 3 0.0 1 <br /> 3 1.2 O.o 1.6 0.5 1.6 0.0 0.0 -7.6 5 0.0 2 <br /> 4 19C 16-3 1.2 1.6 0.5 0.0 1.6 0.0 0.0 -4.5 3 Q.0 1 <br /> 5 1.2 1.6 0.0 0.0 1.6 0.5 O.0 22.7 15 0.1. 4 <br /> 6 1.2 1.6 0.0 0.0 1.6 -0.5 D.C. -30.2 23 -0.2. 5 <br /> 7 1.2 0.0 0.5 1.6 1.6 0.0 OX -14.5 9 0.0 2 <br /> 9 1.2 0.0 0.0 1.6 1.6 0.5 O.0 18.3 12 0.1 3 <br /> 9 1.2 0.0 0.0 1.6 1.6 -0.5 0.0 -36.1 27 -o.2 6 <br /> 10 IBC 16-4 1.2 0.5 0.5 0.0 1.6 1.0 0.0 47.6 32 0.2 8 <br /> 11 1.2 0.5 0.5 0.0 1.6 -1.0 0.0 -59.2 44 -D.3 10 <br /> 12 1.2 0.0 0.5 0.5 1.6 1.0 0.0 46.2 31 0.2 7 <br /> 13 1.2 0.0 0.5 0.5 1.6 -1.) 0.0 -62.1 46 -03 11 <br /> 14 IBC 16-5 1.2 0.0 0.5 0.2 1.6 0.0 -1.0 -133.7 99 -2.3 74 <br /> 15 1.2 0.0 0.5 0.2 1.6 0.0 1.0 118.8 79 I.3 44 <br /> 16 IBC I" 0-9 0.0 0.0 0.0 1,6 1.0 0.0 47.7 32 0.2 8 <br /> 17 0.9 0.0 0,0 0.0 1.6 -1.0 0.0 -57.7 43 -0.3 10 <br /> 18 18C 16-7 0.9 0.0 0.0 0.0 1.6 0.0 1.0 113.7 76 1.4 45 <br /> 19 0.9 0.0 O.O 0.0 1.6 0.0 -1.0 -122.6 91 •1.7 57 <br /> "Floor LL>100 f1=1.0 else=0.5 99 74 <br /> "Snow load on saw tooth roofs or eq f2=0.7 else=0.2 <br /> Design Method = 2nd order Analysis Pu/O.IF'c*Ag c=100% 9 OK <br /> Mcr<=PhiMn % 71 OK <br /> ***Tension Controlled % 45 OK <br /> Mu/Ph Ntn% 99 OK <br /> DO<=L./150% 74 OK <br /> * pmax= 0.02 <br /> Slender Concrete Mail <br /> 3/19/2022 11:16 AM <br />