This program follows the procedures and guidelines of the AISC 9th Edition Allowable Stress (ASD) Manual (2nd Revision, 1995) for wide flange column base plates subjected to axial compressive load only.Ģ. There is a separate worksheet for base plate shear lug design, when shear load is high and cannot be effectively handled by bolts.ġ. Finally, the required base plate thickness is calculated. ![]() If shear is present, bolt shear as well as interaction of bolt tension and shear, if applicable, are calculated. Base plate bearing pressure is checked as well as bolt tension, if applicable. Specifically, wide flange column base plates may be subjected to axial loads (compression or tension), with or without major-axis column bending, plus major-axis shear. BASEPLT9 is a spreadsheet program written in MS-Excel for the purpose of analysis of steel column base plates.
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