![]() ![]() Instantaneous center of rotation analysis of bolt groups using AISC tables, as well as elastic method analysis (ASD). This spreadsheet answers his question.Ĭalculates capacity of bolt group or weld groups under eccentric loads in the connection planeĪnalysis of bolt groups, including circular groups (per AISC 9th Edition Manual as well as elastic method) He sent me an email (after reading my blogpost on Eccentrically Loaded Bolt Group) asking how to calculate the C coefficient of a bolt group whose geometry is not symmetrical. ![]() A new structural engineering graduate from Georgia Institute of Technology inspired me to write the spreadsheet. ![]() I based this program from Alex Tomanovich's BEAMANAL spreadsheet, but updated it to the 13th Edition.Ī Microsoft Excel Spreadsheet that calculates the coefficient C of a Bolt Group of ANY GEOMETRY. Shear End Plate Analysis per AISC 13th Edition (ASD)īolted-Welded Beam End Connection Using Single Clip Angle per AISC 13th Edition (ASD).Īnalysis and design of 4 and 8 tension bolt moment connections (per AISC 9th Edition ASD Manual)ĪISC 13th Ed LRFD Bolted Moment ConnectionsĬalculates moment connection using flange plates (not end plates).ĪISC360-05 LRFD Shear Plate bolted connection checkĪISC360-05 LRFD Shear Plate bolted connection check.Īnalysis of beam end connections using a tab plate (per AISC 9th Edition ASD Manual)Īnalysis of single plate shear connections (shear tabs) based on the AISC 13th Edition (ASD). ![]()
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