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

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D171 -7.91 -11.08 -2.62 -1.69 -2.47 Design D172 -6.46 12.07 -2.71 -0.82 2.62 Design D173 29.45 0.61 -18.15 28.95 0.10 SeismicLoadEffects D174 -43.82 0.38 12.81-31.46 0.05 SeismicLoadEffects D175 -7.91 -11.08 -2.62 -1.69 -2.47 Design D176 -6.46 12.07 -2.71 -0.82 2.62 Design D177 29.45 0.61 -18.15 28.95 0.10 SeismicLoadEffects D178 -43.82 0.38 12.81-31.46 0.05 SeismicLoadEffects D179 -6.24 -0.80 -1.78 -1.29 -0.85 Design D180 -6.01 -1.25 -1.81 -1.12 -1.38 Design D181 -5.86 1.44 -1.83 -1.00 0.95 Design D182 -6.04 1.89 -1.81 -1.15 1.48 Design D183 25.02 0.70 -7.39 22.82 0.11 Design D184 17.11 0.56 -6.82 16.85 0.09 Design D185 -37.11 -0.06 3.77-25.12-0.01 Design D186 -29.16 0.08 3.21-19.12 0.01 Design D187 -1.33 -0.80 -1.61 0.14 -0.85 Design D188 -0.03 -1.23 -1.60 0.54 -1.38 Design D189 -0.95 1.45 -1.66 0.43 0.95 Design D190 -0.07 1.90 -1.60 0.51 1.48 Design D191 29.93 0.71 -7.21 24.26 0.11 Design D192 23.08 0.57 -6.62 18.51 0.09 Design D193 -32.20 -0.05 3.95-23.68-0.01 Design D194 -23.18 0.10 3.42-17.46 0.01 Design D195 -6.24 -0.80 -1.78 -1.29 -0.85 Design D196 -6.01 -1.25 -1.81 -1.12 -1.38 Design D197 -5.86 1.44 -1.83 -1.00 0.95 Design D198 -6.04 1.89 -1.81 -1.15 1.48 Design D199 25.02 0.70 -7.39 22.82 0.11 Design D200 17.11 0.56 -6.82 16.85 0.09 Design D201 -37.11 -0.06 3.77-25.12-0.01 Design D202 -29.16 0.08 3.21-19.12 0.01 Design D203 -1.33 -0.80 -1.61 0.14 -0.85 Design D204 -0.03 -1.23 -1.60 0.54 -1.38 Design D205 -0.95 1.45 -1.66 0.43 0.95 Design D206 -0.07 1.90 -1.60 0.51 1.48 Design D207 29.93 0.71 -7.21 24.26 0.11 Design D208 23.08 0.57 -6.62 18.51 0.09 Design D209 -32.20 -0.05 3.95-23.68-0.01 Design D210 -23.18 0.10 3.42-17.46 0.01 Design D211 -4.09 -11.31 -1.37 -0.92 -2.50 Design D212 -2.64 11.84 -1.46 -0.06 2.58 Design D213 33.27 0.38 -16.89 29.71 0.07 SeismicLoadEffects D214 -40.00 0.15 14.07-30.69 0.02 SeismicLoadEffects D215 -4.09 -11.31 -1.37 -0.92 -2.50 Design D216 -2.64 11.84 -1.46 -0.06 2.58 Design D217 33.27 0.38 -16.89 29.71 0.07 SeismicLoadEffects D218 -40.00 0.15 14.07-30.69 0.02 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]1.62 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 18.61 2350 S Pullman St - Phase I3/4/2025