Steel bending and shear to SIA 263
Interaction of a bending moment with a shear force.
Modules
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Rolled section
Rolled I or H: class from the geometry, then the moment resistance reduced by the shear, or the elastic check on the effective section.
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Rectangular section
Plate or bar under a moment and a shear force: the shear alone, then the moment on the lower of the two plastic models.
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General section
Any section described by its properties: the class entered decides between the plastic and the elastic check under moment and shear.