6. Strength of column
The critical design load case at the ULS will be due to the combination of permanent and unfavourable medium-term duration variable action:
Design bending moment about the y-y My d — 8.32kN m axis, My.d
Design bending stress about the y-y o-m.y.d — axis, am.y.d
Design bending strength about the y-y axis fm.y.d
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