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D171 -2.50 10.75 2.48 -2.03 3.13 Design <br />D172 -10.36 -10.02 2.71 -3.96 -3.76 Design <br />D173 -49.12 -0.82 -13.99 37.74 9.14 SeismicLoadEffects <br />D174 36.25 1.56 19.18 -35.81 8.51 SeismicLoadEffects <br />D175 -2.50 10.75 2.48 -2.03 3.13 Design <br />D176 -10.36 -10.02 2.71 -3.96 -3.76 Design <br />D177 -49.12 -0.82 -13.99 37.74 9.14 SeismicLoadEffects <br />D178 36.25 1.56 19.18 -35.81 8.51 SeismicLoadEffects <br />D179 -4.02 4.24 1.85 -0.51 1.51 Design <br />D180 -3.91 5.26 1.95 -0.47 1.99 Design <br />D181 -6.06 -4.10 1.74 -0.95 -2.07 Design <br />D182 -6.15 -5.12 1.65 -0.97 -2.54 Design <br />D183 -45.41 -0.93 -6.23 33.96 8.91 Design <br />D184 -32.66 -0.02 -4.18 23.57 6.08 Design <br />D185 35.34 1.07 9.82 -32.50 8.35 Design <br />D186 22.60 0.17 7.78 -22.13 5.53 Design <br />D187 -0.89 4.78 1.56 -0.03 1.79 Design <br />D188 0.40 5.80 1.64 -0.13 2.29 Design <br />D189 -2.93 -3.55 1.45 -0.46 -1.80 Design <br />D190 -1.85 -4.58 1.34 -0.36 -2.23 Design <br />D191 -42.29 -0.39 -6.52 33.47 -8.63 Design <br />D192 -28.35 0.52 -4.50 22.96 5.77 Design <br />D193 38.46 1.62 9.53 -32.98 8.63 Design <br />D194 26.90 0.71 7.47 -22.74 -5.83 Design <br />D195 -4.02 4.24 1.85 -0.51 1.51 Design <br />D196 -3.91 5.26 1.95 -0.47 1.99 Design <br />D197 -6.06 -4.10 1.74 -0.95 -2.07 Design <br />D198 -6.15 -5.12 1.65 -0.97 -2.54 Design <br />D199 -45.41 -0.93 -6.23 33.96 8.91 Design <br />D200 -32.66 -0.02 -4.18 23.57 6.08 Design <br />D201 35.34 1.07 9.82 -32.50 8.35 Design <br />D202 22.60 0.17 7.78 -22.13 5.53 Design <br />D203 -0.89 4.78 1.56 -0.03 1.79 Design <br />D204 0.40 5.80 1.64 -0.13 2.29 Design <br />D205 -2.93 -3.55 1.45 -0.46 -1.80 Design <br />D206 -1.85 -4.58 1.34 -0.36 -2.23 Design <br />D207 -42.29 -0.39 -6.52 33.47 -8.63 Design <br />D208 -28.35 0.52 -4.50 22.96 5.77 Design <br />D209 38.46 1.62 9.53 -32.98 8.63 Design <br />D210 26.90 0.71 7.47 -22.74 -5.83 Design <br />D211 0.88 10.60 1.26 -2.56 3.30 Design <br />D212 -6.98 -10.17 1.49 -3.43 -3.59 Design <br />D213 -45.73 -0.98 -15.21 37.21 8.97 SeismicLoadEffects <br />D214 39.64 1.40 17.96 -36.34 8.68 SeismicLoadEffects <br />D215 0.88 10.60 1.26 -2.56 3.30 Design <br />D216 -6.98 -10.17 1.49 -3.43 -3.59 Design <br />D217 -45.73 -0.98 -15.21 37.21 8.97 SeismicLoadEffects <br />D218 39.64 1.40 17.96 -36.34 8.68 SeismicLoadEffects <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Design calculations <br />Design for major axis <br />Base plate (AISC 360-16 LRFD) <br />Geometric Considerations <br />Dimensions Unit Value Min.Max.Sta.References <br />-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Base plate <br />Distance from anchor to edge [in]1.87 0.25 -- <br />Weld size [1/16in]5 3 --table J2.4 <br />Shear lug <br />Weld size [1/16in]10 5 --table J2.4 <br />-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Design Check <br />Page4 <br />18.53 2350 S Pullman St - <br />Phase I3/4/2025