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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 Defl <br /> CASE DL RLL FLL* SL** H WL*** EQ rAfj Phimn Defl Ratio <br /> kip-ft % (in) %L/150 <br /> 1 19C 16-1. 2.4 0.0 0,0 0.0 1.6 0.0 0.0 -4.1 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 0.0 1.6 0.5 1,6 0.0 0.0 -6:O 5 0.0 1 <br /> 4 18C 16-3 1.2 1.6 Q.5 0.0 1.6 0.0 0.0 -3.6 3 0.0 1 <br /> 5 1.2 1,6 0.0 0.0 1.6 0.5 0.0 18.5 14 0.1 3 <br /> 6 1.2 1.6 0.0 0.0 .1.6 -0.5 0.0 -24.5 22 -0.1 5 <br /> 7 1.2 0.0 a.s 1.6 1.6 0.0 0.0 -11.5 9 0.0 1 <br /> 8 1.2 0.0 0.0 1.6 1.6 0.5 U. 15.0 12 0.1 2 <br /> 9 1.2 0.0 0.0 1.6 1.6 Q.5 0.0 -29.1 26 -0.2 E <br /> 10 (Be 16-4 1.2 0.5 0,5 0.0 1.6 1.0 Ok 39.8 30 0.2 7 <br /> 11 1.2 0.5 0.5 0.0 1.6 -1.0 O.O -47.1 41 -0.3 9 <br /> 12 1.2 010 0.5 0.5 1.6 Lo 0.0 37.6 29 0.2 6 <br /> 13 1.2 0.0 0.5 Q.5 1.6 -1.O 0.0 -48.5 43 -0.3 10 <br /> 14 [Be 16-5 1..2 0.0 0.5 0.2 1.6 0.0 -1.0 -108.1 94 -1.4 44 <br /> Is 1.2 0.0 0.5 0.2 1.6 0.0 1.0 95.9 75 0.8 25 <br /> 16 fee 16-6 0.9 0.0 M 0.0 1.6 1.0 0.0 38.9 30 0.2 7 <br /> 17 0.9 0.0 0.0 0.0 1,6 1.0 0.0 -45.2 40 -0.3 9 <br /> 18 IB£16-7 0.9 0,0 0.0 0.0 1..6 O.0 1.0 92.0 72 0.8 25 <br /> i9 0.9 0.0 0.0 0.0 1.6 O.Q -1:c) 1 -98.8 86 -1.2 39 <br /> "Floor LL>100 f1=1.0 else=0.5 94 44 <br /> "Snow load on saw tooth roofs or eq f2=0.7 else=0.2 <br /> Design Method= 2nd order Analysis Pu/O.1F'c*Ag<=100% 9 OK <br /> Mcr<=PhiMn% 66 OK <br /> ***Tension Controlled% 42 ©K <br /> Mu/PhiMn% 94 OK <br /> Defl<=L/150% 44 ©K <br /> ** pmax= 0.02 <br /> Slender Concrete Wall <br /> 3/18/2022 11.26 AtA <br />