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I'm trying to calculate the Resultant Stress for combined loading on a circular fillet weld using the fillet weld spatial load calculator. It's a 150lb axial load and a 150 ft-lb torque load. The weld height is .0625" and the beam diameter is 3.00".
I made an excel file to quickly do this for about 60 other cases. I followed the equations in the "Engineer's Handbook" to calculate the stresses (https://help.autodesk.com/view/INVNTOR/2020/ENU/?guid=GUID-D5462EC9-8D5D-4092-B69E-711E6301A9B8).
The Normal Stress from the Axial Load calculated from the excel file matches the output from Inventor but the Resultant Shear Stress from the Torque Load is low and high depending on the size of the weld height. The wrong Shear Stress also throws off the calculated Resultant Stress.
Something is either not explained in the Handbook or the Calculator is messed up. my guess is there's some type of relation or factor used for weld size and weld length that is not explained. Or I made a mistake. I attached the files.
Solved! Go to Solution.
