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V1.8 Engineers NW Inc PS 3/17/2022 <br /> 9725 Third Ave NE -3,6 <br /> Seattle WA 98115 <br /> Mu/ Service Defi <br /> CASE DL RLL FLL* St** H WL*** EQ Mu Phimn Def; Ratio <br /> kip-ft % (in) % <br /> 1 IBC 16-1 1.4 0.0 0.0 0.0 1.6 0,() 0.0 6 0.0 <br /> 2 l8c 16-2 1.2 0.5 1.6 0.0 1.6 0.0 0.0 0.$ 5 0.0 <br /> 3 1.2 0.0 1.6 0.5 1.6 0.0 0.0 -1.3 9 0.0 <br /> 4 18C 16-3 1.2 1.6 0,5 U L6 010 010 .0.8 S 0.0 <br /> 5 1.2 1.6 0.0 0.0 1.6 0.5 U 3,0 is 0.1 3 <br /> 6 1.2 L6 010 0.0 1.6 -O'S 010 -4.1 29 -0.1 4 <br /> 7 1.2 0.0 0.5 1.$ 1.6 0,0 0.0 -2.5 16 0.0 1 <br /> 8 L2 0.0 0,0 1,6 1.6 0.5 al) -2.7 is 0.1 2 <br /> 9 1.2 0.0 a.() 1.6 1.6 .-0.5 0.0 -5.0 36 -().1 5 <br /> 10 IBC 16-4 1,2 0.5 0,5 0-0 1.6 1.0 0.3 6.8 41 0.2 6 <br /> 11 1.2 O's M 0.0 1.6 -Lo 0,3 -8.6 60 -0.2 7 <br /> 12 1.2 0.0 0,5 015 1.6 1.0 0.0 6.6 40 0.1 5 <br /> 13 1.2 0,0 0,5 0.5 1.6 -110 0.0 -8,9 62 -0.2 8 <br /> 14 Isc I&S 1.2 0.0 05 012 1.6 0.0 -10 -13.4 94 -15 1.7 <br /> is 1.2 0.0 0.5 0.2 1,6 0.0 1.0 15.1 92 CIA is <br /> 16 18C 16-6 0.9 0.0 0.0 0.0 1.6 1.0 0.0 6.9 42 0,2 6 <br /> 17 0'9 0.0 O'D M 1,6 1.0 0.0 -8.4 59 -0,2 7 <br /> 18 10C 16-7 0.9 0.0 010 U 1.6 0.0 1.0 13.4 91 0.5 15 <br /> 19 0.9 010 0.0 0.0 1.6 0.0 -10 -13.4 93 -0,5 16 <br /> 17 <br /> Floor LL>100 fl=1.0 else-0.5 94 <br /> **Snow load on saw tooth roofs or eq Q=0.7 else=0.2 <br /> Design method = 2nd Order Analysis Pu/0-IF'c*Ag<=100% 9 OK <br /> MCr<=PhiMn Yo 91 OK <br /> "'Tension Controlled% 39 OK <br /> Mu/PhiMn % 94 OK <br /> Defl <=L/150% 17 OK <br /> pmax= 0.02 <br /> Slender Concrete Wall <br /> 3/17/2022 6:44 PM <br />