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Class 4
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Displayed when the section is slender and no design will be performed. |
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T>100mm
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The thickness from a segment (flange, web etc) of a member is exceeds the codes upper limit of 100mm. No design is performed. |
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NEd>NplRd
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The applied axial capacity exceeds the buckling capacity of the section. The interaction equations are undefined in this case. |
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T-O in Bend
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Some tension-only members (flat bars, rods etc) do not have bending capacities calculated. This error is issued if one of these member types is subject to a bending force following an analysis. |
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T-O in Comp
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Some tension-only members (flat bars, rods etc) do not have compression capacities calculated. This error is issued if one of these member types is subject to a compression force following an analysis. This should only occur if the user assigns a tension-only shape to a member that is then not designated to be tension-only. |
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A-O in Bend
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Some members capable of withstanding both tension and compression forces only do not have bending capacities calculated. This error is issued if one of these member types is subject to a bending force following an analysis. |
