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Project No. : <br />Description : <br />A DIVISION OF NUCOR CORPORATION Engineer : <br />End-Plate Moment Connections (AISC 15th Edition)Date : <br />Version: 2020.03.20 (Date: 03/20/20) By NBG-GS <br />per AISC Moment End-Plate Connections (Design Guide 16) & AISC Steel Construction Manual (15th Edition) <br />C23F6009A <br />Samueli Academy - BP-CP1 <br />AA <br />6/1/2023 <br />Samueli Academy - BP-CP1 <br />General Dimensions: <br />Standard Bolt Dimensions: <br />Number of Bolts, n:8 <br />Bolt Diameter, d b :¾"ø, A325 <br />Bolt Gage, g :3.5 in. <br />Bolt Dimension, P fi :1.25 in. <br />Bolt Dimension, P fo :1.9181 in. <br />Bolt Dimension, S:--in. <br />Minimum Edge Distance, d e :1.25 in. <br />Maximum Flange Thickness, t f, max :0.8319 in. <br />Distance from nth bolt row to center of end-plate, x n : <br />Distance from outside row, x 0 :10.1879 in. <br />Distance from 1st interior row, x 1 :6.1879 in. <br />Distance from 2nd interior row, x 2 :in. <br />Distance from 3rd interior row, x 3 :in. <br />Left and Right Connection Plate Dimensions: <br />Left Inside Flange Width:8 in.Right End-Plate Width, bp:12 in. <br />Left Inside Flange Thickness:0.75 in.Right End-Plate Thickness, tp:0.75 in. <br />Column Stiffener to Flange Weld:FWD3 Right End-Plate Flange Weld:FWD4 <br />Column Web to Flange Weld:FWS4 Right End-Plate Web Weld:WP13 <br />End-Plate Length, l p :22.0 in.End-Plate Length, l p :22.0 in. <br />Column Stiffener Designation:F4.50 <br />Column Stiffener to Web Weld:FWS3 <br />End-Plate Stiffener Information: <br />Additional Column Stiffener:None Right End-Plate Stiffener:None <br />Additional Column Stiffener Weld:None Right End-Plate Stiffener Weld:None <br />Additional Column Stiffener Length:--in.Right End-Plate Stiffener Length:--in. <br />155 1901 N Fairview St & Bldg A, B, <br />C, F & 1919 N Fairview St Bldg E <br />4/11/2024