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

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D171 6.54 -0.11 -8.07 36.03 0.01 Design D172 -84.10 0.12 8.60-42.37 0.00 Design D173 -34.64 -3.27 -0.29 -0.32 -1.03 SeismicLoadEffects D174 -42.92 3.28 0.81 6.66 1.03 SeismicLoadEffects D175 6.54 -0.11 -8.07 36.03 0.01 Design D176 -84.10 0.12 8.60-42.37 0.00 Design D177 -34.64 -3.27 -0.29 -0.32 -1.03 SeismicLoadEffects D178 -42.92 3.28 0.81 6.66 1.03 SeismicLoadEffects D179 -16.18 -0.02 -1.00 -5.16 0.00 Design D180 -15.79 -0.02 -0.91 -4.62 0.00 Design D181 -33.96 0.03 1.37 9.83 0.00 Design D182 -32.08 0.03 1.26 9.12 0.00 Design D183 -20.82 -0.87 -0.38 -1.25 0.04 Design D184 -21.26 -0.60 -0.18 -0.01 0.03 Design D185 -29.31 0.87 0.75 5.91 -0.04 Design D186 -26.61 0.61 0.53 4.51 -0.02 Design D187 -3.59 -0.03 -1.15 -7.15 0.00 Design D188 -0.98 -0.02 -1.13 -7.64 0.00 Design D189 -21.37 0.03 1.22 7.84 0.00 Design D190 -17.27 0.02 1.03 6.09 0.00 Design D191 -8.23 -0.87 -0.53 -3.23 0.04 Design D192 -6.45 -0.61 -0.40 -3.04 0.02 Design D193 -16.72 0.87 0.60 3.93 -0.04 Design D194 -11.80 0.61 0.31 1.48 -0.03 Design D195 -16.18 -0.02 -1.00 -5.16 0.00 Design D196 -15.79 -0.02 -0.91 -4.62 0.00 Design D197 -33.96 0.03 1.37 9.83 0.00 Design D198 -32.08 0.03 1.26 9.12 0.00 Design D199 -20.82 -0.87 -0.38 -1.25 0.04 Design D200 -21.26 -0.60 -0.18 -0.01 0.03 Design D201 -29.31 0.87 0.75 5.91 -0.04 Design D202 -26.61 0.61 0.53 4.51 -0.02 Design D203 -3.59 -0.03 -1.15 -7.15 0.00 Design D204 -0.98 -0.02 -1.13 -7.64 0.00 Design D205 -21.37 0.03 1.22 7.84 0.00 Design D206 -17.27 0.02 1.03 6.09 0.00 Design D207 -8.23 -0.87 -0.53 -3.23 0.04 Design D208 -6.45 -0.61 -0.40 -3.04 0.02 Design D209 -16.72 0.87 0.60 3.93 -0.04 Design D210 -11.80 0.61 0.31 1.48 -0.03 Design D211 29.17 -0.12 -8.24 38.03 0.01 Design D212 -61.47 0.12 8.43-40.37-0.01 Design D213 -12.01 -3.28 -0.45 -2.32 -1.03 SeismicLoadEffects D214 -20.29 3.28 0.65 4.66 1.03 SeismicLoadEffects D215 29.17 -0.12 -8.24 38.03 0.01 Design D216 -61.47 0.12 8.43-40.37-0.01 Design D217 -12.01 -3.28 -0.45 -2.32 -1.03 SeismicLoadEffects D218 -20.29 3.28 0.65 4.66 1.03 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 Shear lug Weld size [1/16in]10 5 --table J2.4 -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Design Check Page4 18.35 2350 S Pullman St - Phase I3/4/2025