FAQ Portal Frame Generator

FAQ

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Portal Frame Generator

Why are the bars in Metal 3D assigned a moment coefficient equal to 1 when I have told the Portal Frame Generator to generate the data for the lateral buckling check?

Why do the bars of the bottom chord of a truss have high buckling coefficients in the XY plane?

Can the data generated by the Portal Frame Generator be modified in Metal 3D?

Sometimes, a suitable purlin design solution cannot be found

What type of loads are generated by the program?

Can I design a different truss or frame to those offered by the program?

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