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V1.8 Engineers NW Inc PS 3/17/2022 <br /> 9725 Third Ave PIE r <br /> Seattle WA 98115 <br /> Mu/ Service 0efi <br /> CASE DL RLL FLL* SL'r* H WL*** EC1 Mu PhiMn DO Ratio <br /> �Ip-ft % lin) %L/159 <br /> 1 iBC 16.1 1A 0.0 0.0 010 1.6 0.0 0.0 -0.4 7 -0.013 0 <br /> 15C 16-2 L2 0-5 1.6 0.0 1.5 0.0 0.0 d1.3 6 (}.013 0 <br /> 3 L2 0.0 1.6 0.5 1.6 0.0 0.0 -0.5 10 -0,025 1 <br /> 4 [BC 16-3 1.2 1.6 0.g 0.0 1.6 0.0 0.0 -0.3 6 -0.013 0 <br /> 5 1.2 1.6 0.0 a0 1.6 0.5 0.0 -1.5 23 0.059 2 <br /> 6 1.2 1.6 0.0 0.0 1.6 -0.5 0.0 2.0 31 -0.092 3 <br /> 7 L? 0.0 0.5 1.6 1.6 0.0 0.0 1..0 18 -0.036 1 <br /> g 1.2. 0.0 0.0 1.6 1.6 0.5 0.0 -1.2 19 0.039 1 <br /> 9 1.2 0.0 0.0 1.6 1.6 -o.5 0.0 2.3 34 -0.115 4 <br /> 10 IBC 16-4 1 2 0.5 0.5 0.0 L6 1.0 0.0 -3.2 49 0.130 4 <br /> 11 1.2 0.5 0-5 0.0 L6 -1.0 0.0 3.8 59 -0.172 6 <br /> 12. 1.2 0.0 0.5 0.5 1.6 1.0 0.0 -3.1 47 0.120 4 <br /> 13 L7 0.0 0.5 0.5 L6 -1.0 0.0 3.9 60 -0-193 6 <br /> 14 (SC 16-5 1_2 0.0 05 0.2 1.6 0.0 -1.0 5.3 83 -0.330 11 <br /> 15 1.2 0.0 a5 e.2 1.6 0.0 1.10 -5.3 82 0.297 10 <br /> 16 IBC 16-6 0.9 0.0 0.0 0.0 1:6 1.0 0.0 .3.2 52 0.131 4 <br /> 17 0.9 0.0 0.0 0.0 1.6 -1.0 0.0 3.8 61 -0.170 6 <br /> 19 (SC 16-7 a° 0.0 0.0 0.0 1.6 0 C 1.0 -5.3 87 0.302 10 <br /> 19 0.9 0.0 0.0 0.0 1.6 04 -1.0 5.5 90 -0,324 11 <br /> Plaor 1z}100 f1=1.0 eise=a5 90 11 <br /> -Snow toad on saw tooth roofs or eq Q=a7 else R 0-2 <br /> Design Method= 2.nd Order Analysis Pu/0.1F'c*Ag<=100% 10 OK <br /> Mcr<=Phildln% 87 OK <br /> "-*Tension Controlled% 39 OK <br /> mu/phiMn% 90 OK <br /> Deft<=L/150% 11 OK <br /> Amax- 0,02 <br /> Slender Concrete Wall <br /> 3/17/2022 6:37 PM <br />