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

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Current Date: 4/2/2024 6:42 AM 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: 4 - Fixed biaxial BP --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Family:Column - Base (CB) Type:Base plate Description:Smart Fixed Biaxial Base Plate 4 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 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 -28.32 0.00 0.19 2.32 0.00 Design DU -22.10 0.00 0.13 -1.60 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 -5.18 0.00 0.09 -1.12 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...-5.18 0.00 0.07 -0.89 0.00 Design WU...7.42 0.00 -0.08 1.09 0.00 Design WX...8.89 -0.03 -1.18 -7.50 0.00 Design WZ...4.24 -0.87 -0.56 -3.58 0.04 Design WD...-4.04 0.00 0.06 -0.81 0.00 Design W...10.77 0.00 -0.17 2.21 0.00 Design WXCC 8.14 -0.02 -1.08 -6.87 0.00 Design WZCC 2.68 -0.61 -0.36 -2.26 0.03 Design EhX 17.43 -0.05 -3.21 15.08 0.00 Design EhZ 1.59 -1.26 -0.21 -1.34 -0.40 Design H 0.00 0.00 0.00 0.00 0.00 Design D1 -39.65 0.00 0.27 3.24 0.00 Design D2 -33.99 0.00 0.23 2.78 0.00 Design D3 -36.58 0.00 0.28 -3.34 0.00 Design D4 -33.99 0.00 0.23 2.78 0.00 Design D5 -36.58 0.00 0.28 -3.34 0.00 Design D6 -33.99 0.00 0.23 2.78 0.00 Design D7 -36.58 0.00 0.28 -3.34 0.00 Design D8 -33.99 0.00 0.23 2.78 0.00 Design D9 -36.58 0.00 0.28 -3.34 0.00 Design D10 -33.99 0.00 0.23 2.78 0.00 Design D11 -42.27 0.00 0.37 -4.57 0.00 Design D12 -33.99 0.00 0.23 2.78 0.00 Design D13 -32.13 -0.01 -0.33 -0.52 0.00 Design D14 -31.94 -0.01 -0.28 -0.25 0.00 Design D15 -41.02 0.02 0.86 6.97 0.00 Design D16 -40.08 0.01 0.80 6.62 0.00 Design D17 -34.46 -0.43 -0.02 -1.44 0.02 Design D18 -34.67 -0.30 0.08 -2.06 0.01 Design D19 -38.70 0.44 0.55 5.02 -0.02 Design D20 -37.35 0.31 0.44 4.32 -0.01 Design D21 -25.84 -0.01 -0.40 -1.51 0.00 Design D22 -24.53 -0.01 -0.39 -1.76 0.00 Design D23 -34.73 0.02 0.78 5.98 0.00 Design D24 -32.68 0.01 0.69 5.11 0.00 Design Page1 5387 Base Plate Connection at Column Line N1 and NC 18.32 2350 S Pullman St - Phase I3/4/2025