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V1.8 Engineers NW Inc P5 3/1.8/2022 <br /> 9725 Third Ave NE <br /> Seattle WA 98.115 1 <br /> mu/ Service Defl <br /> CASE Dt RLL FLL* SL** H WL*** EQ mu PhiMn Deft 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 -0.9 4 0.0 1 <br /> 2 IBC 16-2 1.2 0.5 1.6 0.0 1.6 0.0 0.0 -0.8 3 0.0 1 <br /> 3 1.2 0.0 1.6 0.5 1.6 0.0 0.0 -1.3 5 -DA 2 <br /> 4 IBC 16-3 1.2 1.6 0.5 0.0 1,6 &0 0.0 -0.8 3 0.0 1 <br /> 5 1.2 L6 0.0 0.0 1.6 0.5 0.0 4.2 18 0.1 4 <br /> 6 1.2 1.6 0.0 0.0 L6 -0.5 0.0 -5,6 25 -0.2 6 <br /> 7 1.2 0.0 0.5 L6 1.6 0.0 0.0 -15 10 -0.1 2 <br /> s 1.2 0.0 0.0 1.6 1.6 O.S UP 3.5 is 0.1 3 <br /> 9 1.2 0.0 0.0 146 1.6 0.5 0.0 -6.6 30 -0.2 7 <br /> 10 IBC 16-4 1.2 0..5 0.5 0.0 1.6 1.0 0.0 8.9 38 0.3 9 <br /> 11 1.2 0.5 0.5 0.0 L6 -Lo 0.0 -10.8 48 -0.3 11 <br /> 12 1.2 0.0 0-5 0.5 1.6 1.0 0.0 8,.7 37 0.2. 8 <br /> 13 1.2 0.0 0.5 0.5 1.6 -l.D 010 -:11.1 50 -0.4 12 <br /> 14 €BC 18-5 1.2 0.0 0.5 0.2 L6 0.0 -1.0 -22.5 100 -0.7 24 <br /> 15 1.2 0.0 0.5 0.2 1.6 0.0 1.0 20.7 88 0.6 21 <br /> 16 lac 16-6 0.3 0.0 0.0 0.0 1.6 1.0 0.0 8.9 38 0.3 9 <br /> 17 0.9 0.0 0.0 0.0 1.6 1.0 0.0 -10.6 47 -0.3 11 <br /> 18 IBC 16-7 0.9 0,0 0.0 0.0 1.6 0.0 1.0 19.5 83 0.7 21 <br /> 19 0.9 0.0 0.0 0.0 1.6 0.D -Lo -20.7 92 -0.7 23 <br /> *Floor LL>=f141.0 else-0.5 100 24 <br /> **Snow load on saw tooth Foals or eq f2=0.7 else=0.2 <br /> Design Method = 2nd Order Analvsis Pu/0.1F'c*Ag<=100% 8 7K <br /> Mcr<=PhiMn % 65 OK <br /> ***Tension Controlled% 52 OK <br /> My/PhiMn% 100 OK <br /> Defl<=l./150% 24 OK <br /> ** pmax= 0.02 <br /> Slender Concrete Wall <br /> 3/18/2022 11:46 AM <br />