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PBEAML calculates section properties based on selection from a predefined library of geometric cross-sections, while PBEAM requires user to input the section properties (A, I1, I2, J, etc.) directly.
Regards,
Greg.
Why in both case I need to define beam section? Can I just define section properties in PBEAM?
PBEAML calculates section properties based on selection from a predefined library of geometric cross-sections, while PBEAM requires user to input the section properties (A, I1, I2, J, etc.) directly.
Regards,
Greg.