2350 S Pullman St-Phase I-DEF 1-Concrete Foundation Underpinning - Plan

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D171 -7.23 -4.32 -2.76 0.45 -0.70 Design D172 -8.38 4.32 -2.78 0.44 0.70 Design D173 -44.59 -0.09 -16.10 2.47 0.00 SeismicLoadEffects D174 28.98 0.09 10.57 -1.58 0.00 SeismicLoadEffects D175 -7.23 -4.32 -2.76 0.45 -0.70 Design D176 -8.38 4.32 -2.78 0.44 0.70 Design D177 -44.59 -0.09 -16.10 2.47 0.00 SeismicLoadEffects D178 28.98 0.09 10.57 -1.58 0.00 SeismicLoadEffects D179 -5.68 -3.18 -1.89 0.32 -0.51 Design D180 -5.91 -5.06 -1.91 0.32 -0.84 Design D181 -6.06 3.18 -1.92 0.32 0.51 Design D182 -5.87 5.06 -1.91 0.32 0.84 Design D183 -36.93 -0.10 -5.75 0.71 0.00 Design D184 -29.02 -0.06 -5.67 0.75 0.00 Design D185 25.20 0.09 1.93 -0.07 0.00 Design D186 17.25 0.06 1.85 -0.12 0.00 Design D187 -2.87 -3.18 -1.57 0.23 -0.51 Design D188 -0.33 -5.06 -1.53 0.23 -0.84 Design D189 -3.25 3.18 -1.59 0.23 0.51 Design D190 -0.30 5.07 -1.53 0.23 0.84 Design D191 -34.13 -0.09 -5.42 0.62 0.00 Design D192 -23.45 -0.05 -5.29 0.66 0.00 Design D193 28.01 0.10 2.26 -0.16 0.00 Design D194 22.82 0.06 2.23 -0.21 0.00 Design D195 -5.68 -3.18 -1.89 0.32 -0.51 Design D196 -5.91 -5.06 -1.91 0.32 -0.84 Design D197 -6.06 3.18 -1.92 0.32 0.51 Design D198 -5.87 5.06 -1.91 0.32 0.84 Design D199 -36.93 -0.10 -5.75 0.71 0.00 Design D200 -29.02 -0.06 -5.67 0.75 0.00 Design D201 25.20 0.09 1.93 -0.07 0.00 Design D202 17.25 0.06 1.85 -0.12 0.00 Design D203 -2.87 -3.18 -1.57 0.23 -0.51 Design D204 -0.33 -5.06 -1.53 0.23 -0.84 Design D205 -3.25 3.18 -1.59 0.23 0.51 Design D206 -0.30 5.07 -1.53 0.23 0.84 Design D207 -34.13 -0.09 -5.42 0.62 0.00 Design D208 -23.45 -0.05 -5.29 0.66 0.00 Design D209 28.01 0.10 2.26 -0.16 0.00 Design D210 22.82 0.06 2.23 -0.21 0.00 Design D211 -3.05 -4.32 -1.44 0.24 -0.70 Design D212 -4.20 4.32 -1.46 0.23 0.70 Design D213 -40.41 -0.09 -14.79 2.26 0.00 SeismicLoadEffects D214 33.16 0.09 11.89 -1.80 0.00 SeismicLoadEffects D215 -3.05 -4.32 -1.44 0.24 -0.70 Design D216 -4.20 4.32 -1.46 0.23 0.70 Design D217 -40.41 -0.09 -14.79 2.26 0.00 SeismicLoadEffects D218 33.16 0.09 11.89 -1.80 0.00 SeismicLoadEffects ------------------------------------------------------------------------------------------------------------------------------------ Design calculations Design for major axis Base plate (AISC 360-16 LRFD) Geometric Considerations Dimensions Unit Value Min.Max.Sta.References -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Base plate Distance from anchor to edge [in]1.37 0.25 -- Weld size [1/16in]5 3 --table J2.4 -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Design Check Page4 18.17 2350 S Pullman St - Phase I3/4/2025