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Aussie Engineers - Plate Element Slenderness Limits not defined in AS4100
Hey guys I'm trying to do a refined design of steel equal angles in bending and have hit a hurdle. When assessing the slenderness of section elements there are some cases where you can end up with one of the plate elements in the angle having compression at the supported edge and tension at the...- puck59
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- Forum: Structural engineering general discussion
