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

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Current Date: 4/1/2024 5:28 PM Units system: English File name: I:\53\5387 Pullman WSS OCTA Aspire Bakeries\Engineering\Struct\RAM\5387 Phase 2\5387 Base Plates and Anchor Rods - Phase 2\5387 Main Building - Phase 2 - Overstrength 2.retx Steel Connections Results Connection: 16 - Fixed biaxial BP --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Family:Column - Base (CB) Type:Base plate Description:Smart Fixed Biaxial Base Plate 15 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Design code: AISC 360-16 LRFD, ACI 318-11 Demands Descr...Pu Mu22 Mu33 Vu2 Vu3 Load type [kip][kip...[kip*ft][kip][kip] ------------------------------------------------------------------------------------------------------------------------------------ DL -7.22 0.00 0.04 0.00 0.00 Design DU -4.89 0.00 0.03 0.00 0.00 Design DLw 0.00 0.00 0.00 0.00 0.00 Design DLf 0.00 0.00 0.00 0.00 0.00 Design SL 0.00 0.00 0.00 0.00 0.00 Design LLr -3.23 0.00 0.02 0.00 0.00 Design LL 0.00 0.00 0.00 0.00 0.00 Design LLs 0.00 0.00 0.00 0.00 0.00 Design WD...-2.89 0.00 0.01 0.00 0.00 Design WU...3.91 0.00 -0.01 0.00 0.00 Design WX...0.15 0.20 -0.10 0.00 -0.01 Design WZ...2.89 0.09 -2.66 -0.11 0.00 Design WD...-2.62 0.00 0.01 0.00 0.00 Design WUCC 6.89 -0.01 -0.03 0.00 0.00 Design WXCC 0.15 0.18 -0.08 0.00 -0.01 Design WZCC 2.89 0.06 -1.83 -0.08 0.00 Design EhX -0.04 1.27 -0.17 -0.01 0.20 Design EhZ 0.17 0.04 -1.96 0.23 0.00 Design H 0.00 0.00 0.00 0.00 0.00 Design D1 -10.10 0.00 0.05 0.00 0.00 Design D2 -8.66 0.00 0.05 0.00 0.00 Design D3 -10.28 0.00 0.05 0.00 0.00 Design D4 -8.66 0.00 0.05 0.00 0.00 Design D5 -10.28 0.00 0.05 0.00 0.00 Design D6 -8.66 0.00 0.05 0.00 0.00 Design D7 -10.28 0.00 0.05 0.00 0.00 Design D8 -8.66 0.00 0.05 0.00 0.00 Design D9 -10.28 0.00 0.05 0.00 0.00 Design D10 -8.66 0.00 0.05 0.00 0.00 Design D11 -13.83 0.00 0.07 0.00 0.00 Design D12 -8.66 0.00 0.05 0.00 0.00 Design D13 -10.03 0.10 0.00 0.00 0.00 Design D14 -9.89 0.09 0.01 0.00 0.00 Design D15 -10.18 -0.10 0.10 0.00 0.00 Design D16 -10.04 -0.09 0.09 0.00 0.00 Design D17 -8.66 0.05 -1.28 -0.05 0.00 Design D18 -8.52 0.03 -0.87 -0.04 0.00 Design D19 -11.55 -0.05 1.38 0.06 0.00 Design D20 -11.41 -0.03 0.97 0.04 0.00 Design D21 -6.63 0.10 -0.01 0.00 0.00 Design D22 -5.14 0.09 -0.01 0.00 0.00 Design D23 -6.78 -0.10 0.09 0.00 0.00 Design D24 -5.29 -0.09 0.07 0.00 0.00 Design Page1 5387 Base Plate Connection at Column Line N1 and ND 18.41 2350 S Pullman St - Phase I3/4/2025