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the calculation for peak stresses for unsymmetric weld groups is incorrect, currently the program uses fs = M/S = My/I however for unsymmetric shapes with loads about a non-principle axis the general formula for bending stress should be used.
The text was updated successfully, but these errors were encountered:
the calculation for peak stresses for unsymmetric weld groups is incorrect, currently the program uses fs = M/S = My/I however for unsymmetric shapes with loads about a non-principle axis the general formula for bending stress should be used.
The text was updated successfully, but these errors were encountered: