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Burns and McDonnell <br />Current Date: 9/21/2023 3:28 PM <br />Units system: English <br />File name: C:\Users\JAKenghe\OneDrive - Burns & McDonnell\Projects\EV PROJECTS\Premiere Automotive Buena Park\Analysis Model\EV Premiere <br />Automotive Placentia EVCS.rcnx <br />Steel connections <br />Results <br />____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ <br />____________________________________________________________________________________________________________________________________________________________________ <br />Connection name :Pinned BP <br />Connection ID :15 <br />____________________________________________________________________________________________________________________________________________________________________ <br />Family: Column - Base (CB) <br />Type: Base plate <br />Design code: AISC 360-16 LRFD, ACI 318-11 <br />DEMANDS <br />Description Pu Mu22 Mu33 Vu2 Vu3 Load type <br />[kip][kip*ft][kip*ft][kip][kip] <br />---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />DL1 -0.50 0.50 0.50 0.50 0.50 Design <br />DL2 0.50 0.50 0.50 0.50 0.50 Design <br />DL3 0.00 0.00 0.00 0.00 0.00 Design <br />DL4 0.00 0.00 0.00 0.00 0.00 Design <br />---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Design for major axis <br />Base plate (AISC 360-16 LRFD) <br />GEOMETRIC CONSIDERATIONS <br />Dimensions Unit Value Min. value Max. value Sta.References <br />-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Base plate <br />Distance from anchor to edge [in]0.75 0.25 -- <br />Weld size [1/16in]3 2 --table J2.4 <br />-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />DESIGN CHECK <br />Verification Unit Capacity Demand Ctrl EQ Ratio References <br />------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ <br />Pedestal <br />Axial bearing [Kip/in2]2.84 0.24 DL2 0.08 DG1 3.1.1; <br />Base plate <br />Flexural yielding (bearing interface)[Kip*ft/ft]2.03 0.74 DL1 0.37 DG1 Eq. 3.3.13, <br />DG1 Sec 3.1.2 <br />Flexural yielding (tension interface)[Kip*ft/ft]2.03 0.70 DL2 0.35 DG1 Eq. 3.3.13 <br />Column <br />Weld capacity [Kip/ft]75.17 3.06 DL2 0.04 p. 8-9, <br />Sec. J2.5, <br />Sec. J2.4, <br />DG1 p. 35 <br />Elastic method weld shear capacity [Kip/ft]50.12 1.30 DL1 0.03 p. 8-9, <br />Sec. J2.5, <br />Sec. J2.4 <br />Elastic method weld axial capacity [Kip/ft]75.17 9.96 DL2 0.13 p. 8-9, <br />Sec. J2.5, <br />Sec. J2.4 <br />------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ <br />Ratio 0.37 <br />------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ <br />Page1