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Member sign convention is a little different from most commercial programs. "Beam sign convention" is used. For a simple beam with uniform load, this means that the moment diagram would be positive. It's not an error, just an unusual convention for finite element modeling. At some point I may change this.
The text was updated successfully, but these errors were encountered:
Member sign convention is a little different from most commercial programs. "Beam sign convention" is used. For a simple beam with uniform load, this means that the moment diagram would be positive. It's not an error, just an unusual convention for finite element modeling. At some point I may change this.
The text was updated successfully, but these errors were encountered: