Hi There,
I'm looking for some typical details around a precast panel joint Detailing for my precast core walls used for lateral resisting system. I intend to use a wet/insitu joint approach. Does anyone have some typical details of what this looks like? I've seen some off google, but I...
Hi There,
I was having a read of AS3600 and AS1170.4 and can't seem to find any reference to overstrength specifically for connections. e.g Precast panel designed to mu=2, sp=0.77 and designing the stitch plate connections. What is the industry general go here in Australia and accepted by the...
Hi There,
I intend to make use of a flat plate slab (approx 300mm thk) on ETABS so that I can use this as portal frames with my columns to resist lateral loads. (Note not the conventional beam and column system unfortunately).
If I were to model this on ETABS what would be the best way to do...
Hi there,
I have a simple multistory building with a basement. There are a few transfer floors that need to transfer out columns and shear walls. The system is a two way slab supporting core walls and various other shear walls. I've taken my gravity loading from another program and then applied...
