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

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D171 -10.00 3.29 -0.38 -0.02 0.53 Design D172 -9.77 -3.29 0.48 0.02 -0.53 Design D173 -9.43 0.09 -5.05 0.60 0.00 SeismicLoadEffects D174 -10.33 -0.09 5.16 -0.61 0.00 SeismicLoadEffects D175 -10.00 3.29 -0.38 -0.02 0.53 Design D176 -9.77 -3.29 0.48 0.02 -0.53 Design D177 -9.43 0.09 -5.05 0.60 0.00 SeismicLoadEffects D178 -10.33 -0.09 5.16 -0.61 0.00 SeismicLoadEffects D179 -7.13 0.20 -0.06 0.00 -0.01 Design D180 -6.86 0.18 -0.04 0.00 -0.01 Design D181 -7.44 -0.19 0.13 0.01 0.01 Design D182 -7.17 -0.18 0.12 0.01 0.01 Design D183 -4.40 0.10 -2.62 -0.11 0.00 Design D184 -4.13 0.06 -1.80 -0.08 0.00 Design D185 -10.18 -0.09 2.70 0.11 0.00 Design D186 -9.90 -0.06 1.87 0.08 0.00 Design D187 -0.33 0.19 -0.07 0.00 -0.01 Design D188 2.65 0.18 -0.08 0.00 -0.01 Design D189 -0.64 -0.20 0.12 0.01 0.01 Design D190 2.34 -0.19 0.09 0.00 0.01 Design D191 2.41 0.09 -2.64 -0.11 0.00 Design D192 5.38 0.05 -1.83 -0.08 0.00 Design D193 -3.37 -0.10 2.68 0.11 0.00 Design D194 -0.39 -0.06 1.84 0.08 0.00 Design D195 -7.13 0.20 -0.06 0.00 -0.01 Design D196 -6.86 0.18 -0.04 0.00 -0.01 Design D197 -7.44 -0.19 0.13 0.01 0.01 Design D198 -7.17 -0.18 0.12 0.01 0.01 Design D199 -4.40 0.10 -2.62 -0.11 0.00 Design D200 -4.13 0.06 -1.80 -0.08 0.00 Design D201 -10.18 -0.09 2.70 0.11 0.00 Design D202 -9.90 -0.06 1.87 0.08 0.00 Design D203 -0.33 0.19 -0.07 0.00 -0.01 Design D204 2.65 0.18 -0.08 0.00 -0.01 Design D205 -0.64 -0.20 0.12 0.01 0.01 Design D206 2.34 -0.19 0.09 0.00 0.01 Design D207 2.41 0.09 -2.64 -0.11 0.00 Design D208 5.38 0.05 -1.83 -0.08 0.00 Design D209 -3.37 -0.10 2.68 0.11 0.00 Design D210 -0.39 -0.06 1.84 0.08 0.00 Design D211 -3.69 3.29 -0.41 -0.02 0.53 Design D212 -3.45 -3.29 0.46 0.02 -0.53 Design D213 -3.12 0.09 -5.08 0.60 0.00 SeismicLoadEffects D214 -4.02 -0.09 5.13 -0.61 0.00 SeismicLoadEffects D215 -3.69 3.29 -0.41 -0.02 0.53 Design D216 -3.45 -3.29 0.46 0.02 -0.53 Design D217 -3.12 0.09 -5.08 0.60 0.00 SeismicLoadEffects D218 -4.02 -0.09 5.13 -0.61 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]1.50 0.25 -- Weld size [1/16in]5 3 --table J2.4 -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Design Check Page4 18.44 2350 S Pullman St - Phase I3/4/2025