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

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Current Date: 4/1/2024 5:27 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: 8 - Fixed biaxial BP --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Family:Column - Base (CB) Type:Base plate Description:Smart Fixed Biaxial Base Plate 8 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Design code: AISC 360-16 LRFD, ACI 318-11 Demands Desc...Pu Mu22 Mu33 Vu2 Vu3 Load type [kip][kip...[kip*ft][kip][kip] ---------------------------------------------------------------------------------------------------------------------------------- DL -3.47 0.00 0.00 -0.02 0.00 Design DU -2.91 0.00 0.00 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 -1.24 0.00 0.00 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 W...-1.59 0.00 0.00 -0.06 0.00 Design WU...2.31 0.00 0.00 0.11 0.01 Design W...-0.27 0.00 0.00 -0.01 0.05 Design WZ...0.81 0.00 0.00 0.12 0.01 Design W...-1.58 0.00 0.00 -0.06 0.00 Design WU...3.71 0.00 0.00 0.11 0.01 Design W...-0.27 0.00 0.00 -0.02 0.07 Design WZ...0.83 0.00 0.00 0.56 0.04 Design EhX -0.09 0.00 0.00 -0.05 0.04 Design EhZ -0.04 0.00 0.00 0.20 0.02 Design H 0.00 0.00 0.00 0.00 0.00 Design D1 -4.85 0.00 0.00 -0.03 0.00 Design D2 -4.16 0.00 0.00 -0.02 0.00 Design D3 -4.78 0.00 0.00 -0.02 0.00 Design D4 -4.16 0.00 0.00 -0.02 0.00 Design D5 -4.78 0.00 0.00 -0.02 0.00 Design D6 -4.16 0.00 0.00 -0.02 0.00 Design D7 -4.78 0.00 0.00 -0.02 0.00 Design D8 -4.16 0.00 0.00 -0.02 0.00 Design D9 -4.78 0.00 0.00 -0.02 0.00 Design D10 -4.16 0.00 0.00 -0.02 0.00 Design D11 -6.15 0.00 0.00 -0.02 0.00 Design D12 -4.16 0.00 0.00 -0.02 0.00 Design D13 -5.09 0.00 0.00 -0.06 0.03 Design D14 -5.09 0.00 0.00 -0.06 0.03 Design D15 -4.82 0.00 0.00 -0.05 -0.03 Design D16 -4.81 0.00 0.00 -0.04 -0.03 Design D17 -4.55 0.00 0.00 0.01 0.01 Design D18 -4.54 0.00 0.00 0.23 0.02 Design D19 -5.36 0.00 0.00 -0.12 -0.01 Design D20 -5.36 0.00 0.00 -0.33 -0.02 Design D21 -3.14 0.00 0.00 0.03 0.03 Design D22 -2.44 0.00 0.00 0.03 0.04 Design D23 -2.87 0.00 0.00 0.04 -0.02 Design D24 -2.17 0.00 0.00 0.04 -0.03 Design Page1 5387 Base Plate Connection at Dock Jamb Columns 18.5 2350 S Pullman St - Phase I3/4/2025