PLATE GIRDER Built-up plate girders Design | S06
Bi-axial bending moment Plate girders are normally used to resist high bending moments and vertical shear forces. The program correspondingly assumes that these effects would govern the design and does not explicitly perform the checks for bi-axial bending moment.
The design output shows the complete interaction formulae, with the zero values for bending moments about the minor axis.
If required, the output formulae can be manually adjusted to include bending about the minor axis.
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