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D171 -54.55 -0.09 -5.17 0.61 0.00 Design <br />D172 36.09 0.08 5.18 -0.61 0.00 Design <br />D173 -13.37 -3.21 -0.26 -0.01 -0.52 SeismicLoadEffects <br />D174 -5.09 3.21 0.27 0.01 0.52 SeismicLoadEffects <br />D175 -54.55 -0.09 -5.17 0.61 0.00 Design <br />D176 36.09 0.08 5.18 -0.61 0.00 Design <br />D177 -13.37 -3.21 -0.26 -0.01 -0.52 SeismicLoadEffects <br />D178 -5.09 3.21 0.27 0.01 0.52 SeismicLoadEffects <br />D179 -16.07 -0.02 -0.58 -0.02 0.00 Design <br />D180 -15.15 -0.02 -0.53 -0.02 0.00 Design <br />D181 1.71 0.02 0.56 0.02 0.00 Design <br />D182 1.13 0.02 0.51 0.02 0.00 Design <br />D183 -11.42 -0.83 -0.28 -0.01 0.04 Design <br />D184 -9.69 -0.59 -0.18 -0.01 0.03 Design <br />D185 -2.94 0.83 0.27 0.01 -0.04 Design <br />D186 -4.33 0.59 0.16 0.01 -0.03 Design <br />D187 -10.01 -0.03 -0.56 -0.02 0.00 Design <br />D188 -5.85 -0.02 -0.51 -0.02 0.00 Design <br />D189 7.77 0.01 0.58 0.02 0.00 Design <br />D190 10.44 0.01 0.54 0.02 0.00 Design <br />D191 -5.36 -0.84 -0.26 -0.01 0.04 Design <br />D192 -0.38 -0.59 -0.16 -0.01 0.03 Design <br />D193 3.12 0.83 0.28 0.01 -0.04 Design <br />D194 4.97 0.59 0.19 0.01 -0.02 Design <br />D195 -16.07 -0.02 -0.58 -0.02 0.00 Design <br />D196 -15.15 -0.02 -0.53 -0.02 0.00 Design <br />D197 1.71 0.02 0.56 0.02 0.00 Design <br />D198 1.13 0.02 0.51 0.02 0.00 Design <br />D199 -11.42 -0.83 -0.28 -0.01 0.04 Design <br />D200 -9.69 -0.59 -0.18 -0.01 0.03 Design <br />D201 -2.94 0.83 0.27 0.01 -0.04 Design <br />D202 -4.33 0.59 0.16 0.01 -0.03 Design <br />D203 -10.01 -0.03 -0.56 -0.02 0.00 Design <br />D204 -5.85 -0.02 -0.51 -0.02 0.00 Design <br />D205 7.77 0.01 0.58 0.02 0.00 Design <br />D206 10.44 0.01 0.54 0.02 0.00 Design <br />D207 -5.36 -0.84 -0.26 -0.01 0.04 Design <br />D208 -0.38 -0.59 -0.16 -0.01 0.03 Design <br />D209 3.12 0.83 0.28 0.01 -0.04 Design <br />D210 4.97 0.59 0.19 0.01 -0.02 Design <br />D211 -48.92 -0.09 -5.18 0.61 0.00 Design <br />D212 41.72 0.08 5.18 -0.61 0.00 Design <br />D213 -7.74 -3.21 -0.27 -0.01 -0.52 SeismicLoadEffects <br />D214 0.54 3.21 0.27 0.01 0.52 SeismicLoadEffects <br />D215 -48.92 -0.09 -5.18 0.61 0.00 Design <br />D216 41.72 0.08 5.18 -0.61 0.00 Design <br />D217 -7.74 -3.21 -0.27 -0.01 -0.52 SeismicLoadEffects <br />D218 0.54 3.21 0.27 0.01 0.52 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]1.50 0.25 -- <br />Weld size [1/16in]5 3 --table J2.4 <br />-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Design Check <br />Page4 <br />18.26 2350 S Pullman St - <br />Phase I3/4/2025