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  1. Ey_2

    Eccentricity by Wall-Slab connection

    Hi I have another question in regards to the precast wall to slab connection. Other than the previous one, this is for load bearing wall to slab. (I have had a look on the manual that I was recommended by still want to know your thoughts). I have these 200mmx800mm panels with 4m spacing that...
  2. Ey_2

    Non load bearing concrete panel to RC slab?

    Hi fellows, I am looking for some advices on the connection between RC slab and non-load bearing precast concrete panel that 'hangs' on the facade. I think of the using the rebars or the like as below but I believe that the panel become load bearing with connection like this. i.e. panel will...
  3. Ey_2

    Footing design combinations for overturning & bearing stress to Australia Standard

    I have a relative simple question in regards to footing design Given the allowable bearing pressure. What combinations do you use to check the stability when lateral loads and moments are involved? For gravity I can do G+Q but I don't know what load combinations do I use for wind & earthquake...

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