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V 1.8 <br /> Engineers NW Inc PS 3/17/2022 <br /> 9725 Third Ave NE !� <br /> Seattle WA 98115 <br /> Enka J Service Deli <br /> CASE <br /> DL n2LL FLL* SL** H WL;*** ECG R1u PhiMn Defi Ratio <br /> kip-ft % (in) %L/150 <br /> 1 IBC 16-1 1.4 0.0 0.0 0.0 1.6 0.0 0.0 -0.4 4 0.019 I <br /> 18C 16.2 i 2 0.5 1.6 0.0 1.6 0.0 0.0 -0.3 3 -0.019 1 <br /> g 1,2 0.0 L6 0.5 1.6 0.0 0.0 -0.5 5 0.035 1 <br /> 4 IBC 16.3 1-2 1A 0.6 0.0 1.6 0.0 0.0 -0.3 3 -0.M9 1 <br /> 5 ,., 1.6 0-0 0.0 1.6 0.5 0.0 1.7 16 0.108 4 <br /> 6 1.2 1.6 oA 0.0 1,6 -0.5 0.0 -2.3 22 -0.160 S <br /> 7 1.2 0.0 0.5 1:6 1..6 0.0 0.0 •1.0 10 -0.051. 2 <br /> 9 1.2 0.0 0.0 1,6 16 0.5 0,0 1A 13 0.079 3 <br /> 9 1.2 0.0 0.0 1.6 1.6 -0.5 0.0 -2,7 25 -0.192 6 <br /> 10 IBC 164 1.-2 0.5 0.5 0,0 1..6 1.0 0.0 3.6 34 0.235 8 <br /> 11 1.2 0.5 0.5 0.0 1.6 •1.0 0.0 -4.4 41 -0.301 10 <br /> i2 11 0.0 015 O.S 1.6 1.0 0.0 3.5 33 0,221 7 <br /> 13 1.2 0.0 0.5 0.5 1.6 ;.0 a,a AS 42 -0.318 10 <br /> 14 16C 16-5 1.2 0.0 0.5 0.2 1-6 0.0 1.0 -9.4 87 -0 619 20 <br /> 15 L. 0.0 0.5 0.2 1.6 0.0 1.0 a.8 82 0.569 19 <br /> 1.6 IBC 16-6 M 0.0 0.0 a.a 1.6 1.0 0.0 3.7 36 0,236 8 <br /> 17 0.9 0.0 0.0 0.0 1.6 •1.0 0.0 -4.3 42. -0.298 10 <br /> 16 IBC 16-7 0.9 0.0 0.0 0.0 1.6 0.0 1.0 s.4 82 0.575 19 <br /> 19 0.9 0.0 0.0 0.0 1.6 0.0 -1.0 -8.7 85 -0.608 20 <br /> Hoor LLu100f1-1.0 x0.5 87 20 <br /> ..Snow toad on saw moth roof$of eq f2=0,7 else=0.2 <br /> Design Method= 2nd order Analysis Pu/O.if'c*Ag<=100% 1€3 OK <br /> Mcr<=PhiMn% 55 OK <br /> ***Tension Controlled% 20 Cal( <br /> Mu/PhiMn% 87 OK <br /> DO<=L/150% 2:a OK <br /> r. s prn.; x= 0,02 <br /> Slender ConCrete Wall <br /> 3/1712022 6:30 PM <br />