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Hi, AS2870 has this requirement for re-entrant corners of raft slab. Do I need to follow this when my raft slab is on piers, which is designed as fully suspended system? I believe this clause is for slab-on-ground only and there is nothing wrong if I don't arrange my piled footing this way since...

Hi, Does anyone know which Australian standard covers the computation for anchorage in masonry?

I just review an Etabs model from others and he adjust the stiffness modifiers for all members (wall, columns, slabs, beams) as per ACI suggestion. As per his computations, he used this model to design the vertical elements (concrete walls and columns) and retrieve the reaction to design the...