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

Home Browse Search

D171 -4.99 0.00 0.00 -0.16 0.09 Design D172 -4.51 0.00 0.00 0.11 -0.09 Design D173 -4.86 0.00 0.00 0.49 0.04 SeismicLoadEffects D174 -4.63 0.00 0.00 -0.54 -0.04 SeismicLoadEffects D175 -4.99 0.00 0.00 -0.16 0.09 Design D176 -4.51 0.00 0.00 0.11 -0.09 Design D177 -4.86 0.00 0.00 0.49 0.04 SeismicLoadEffects D178 -4.63 0.00 0.00 -0.54 -0.04 SeismicLoadEffects D179 -4.48 0.00 0.00 -0.08 0.05 Design D180 -4.48 0.00 0.00 -0.08 0.06 Design D181 -3.93 0.00 0.00 -0.05 -0.06 Design D182 -3.93 0.00 0.00 -0.05 -0.07 Design D183 -3.39 0.00 0.00 0.06 0.01 Design D184 -3.37 0.00 0.00 0.49 0.04 Design D185 -5.02 0.00 0.00 -0.19 -0.02 Design D186 -5.03 0.00 0.00 -0.62 -0.04 Design D187 -0.58 0.00 0.00 0.10 0.06 Design D188 0.81 0.00 0.00 0.10 0.08 Design D189 -0.04 0.00 0.00 0.13 -0.05 Design D190 1.36 0.00 0.00 0.13 -0.06 Design D191 0.50 0.00 0.00 0.24 0.02 Design D192 1.92 0.00 0.00 0.67 0.05 Design D193 -1.12 0.00 0.00 -0.01 -0.01 Design D194 0.26 0.00 0.00 -0.44 -0.03 Design D195 -4.48 0.00 0.00 -0.08 0.05 Design D196 -4.48 0.00 0.00 -0.08 0.06 Design D197 -3.93 0.00 0.00 -0.05 -0.06 Design D198 -3.93 0.00 0.00 -0.05 -0.07 Design D199 -3.39 0.00 0.00 0.06 0.01 Design D200 -3.37 0.00 0.00 0.49 0.04 Design D201 -5.02 0.00 0.00 -0.19 -0.02 Design D202 -5.03 0.00 0.00 -0.62 -0.04 Design D203 -0.58 0.00 0.00 0.10 0.06 Design D204 0.81 0.00 0.00 0.10 0.08 Design D205 -0.04 0.00 0.00 0.13 -0.05 Design D206 1.36 0.00 0.00 0.13 -0.06 Design D207 0.50 0.00 0.00 0.24 0.02 Design D208 1.92 0.00 0.00 0.67 0.05 Design D209 -1.12 0.00 0.00 -0.01 -0.01 Design D210 0.26 0.00 0.00 -0.44 -0.03 Design D211 -2.37 0.00 0.00 -0.14 0.09 Design D212 -1.89 0.00 0.00 0.13 -0.09 Design D213 -2.24 0.00 0.00 0.52 0.04 SeismicLoadEffects D214 -2.01 0.00 0.00 -0.52 -0.04 SeismicLoadEffects D215 -2.37 0.00 0.00 -0.14 0.09 Design D216 -1.89 0.00 0.00 0.13 -0.09 Design D217 -2.24 0.00 0.00 0.52 0.04 SeismicLoadEffects D218 -2.01 0.00 0.00 -0.52 -0.04 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 2 --table J2.4 -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Design Check Page4 18.8 2350 S Pullman St - Phase I3/4/2025