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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 />General Information: <br />Design Method, (ASD / LRFD):ASD <br />Allowable Stress Ratio, ASR:1.00 <br />Applied Loads: <br />Required Axial Strength, P r :-11.850 kips. <br />Required Shear Strength, V r :5.380 kips. <br />Required Moment Strength, M r :91.660 ft-kips. <br />Required Column Axial Strength, P rc:kips. <br />Bolt Information: <br />Bolt Material:A325 <br />Bolt Diameter, d b :¾"ø Pretensioned? <br />Bolt Dimensions: <br />Bolt Gage, g :3.5 in. <br />Bolt Dimension, P fi :1.25 in. <br />Bolt Dimension, P b :4 in. <br />Bolt Spacing, S :--in. <br />Section Geometry:Rafter Beam Slope:1.57:12 Column <br />Section Designation:BU Section BU Section <br />Web Depth, d w : (WF = Total Depth, d )23.0 in.14.75 in. <br />Web Thickness, t w :0.375 in.0.1875 in. <br />Flange Width, b f :8.0 in.12.0 in. <br />Outside Flange Thickness, t of :0.5 in.0.625 in. <br />Inside Flange Thickness, t if :0.75 in.0.625 in. <br />Column Stiffener Information: <br />Stiffener Designation:F4.50 Beam-To-Col.Beam-To-Beam <br />Stiffener to Web Weld:FWS3 <br />End-Plate Information: <br />Plate Width, b p :8.0 in.Plate Width, b p :12.0 in. <br />Plate Thickness, t p :0.75 in.Plate Thickness, t p :0.75 in. <br />Plate Yield Strength, F py :55.0 ksi.Plate Yield Strength, F py :55.0 ksi. <br />tp required for "Thick Plate" behavior:0.5109 in.tp required for "Thick Plate" behavior:0.46 in. <br />Weld Information:Weld Information: <br />Plate Flange Weld:FWD3 Plate Flange Weld:FWD4 <br />Plate Web Weld:FWS4 Plate Web Weld:WP13 <br />End-Plate Stiffener Information:End-Plate Stiffener Information: <br />Stiffener Designation:None Stiffener Designation:None <br />Stiffener Weld:None Stiffener Weld:None <br />Stiffener Length:--in.Stiffener Length:--in. <br />Design Results OK Warnings <br />Plate Yield Ratio (Left End-Plate):0.417 <br />Plate Yield Ratio (Right End-Plate):0.345 <br />Bolt Tension & Shear Ratio:0.802 <br />Beam Weld Ratio (Left End-Plate):0.747 <br />Beam Weld Ratio (Right End-Plate):0.497 <br />Stiffener Ratio (Left End-Plate):-- <br />Stiffener Ratio (Right End-Plate):-- <br />Column Stiffener Ratio:0.750 <br />Column Web Panel Zone Shear:0.425 <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 />Check Box if Yes <br />154 1901 N Fairview St & Bldg A, B, <br />C, F & 1919 N Fairview St Bldg E <br />4/11/2024