13th AISC Code Requirements for Shear Connection Ductility
13th AISC Code Requirements for Shear Connection Ductility
(OP)
Does anyone have any references for finding the rotation of a double angle connection into the column web for a plate girder? Our consultant modeled the structure as a pinned structure but there are no expansion joints in the steel. So i started looking into the connection requirements. The code is very prescriptive -i.e. use table 10-1 and you know that your connection meets the ductility requirements. However, the plate girder isn't covered . has anyone else had to deal with this and found any good references for knowing how to check this?






RE: 13th AISC Code Requirements for Shear Connection Ductility
I got 350 heads on a 305 engine; I get ten miles to the gallon, I ain't got no good intentions.
RE: 13th AISC Code Requirements for Shear Connection Ductility
RE: 13th AISC Code Requirements for Shear Connection Ductility
"Note that this approach can also be used to demonstrate adequate rotational ductility in other simple shear connections that flex to accommodate the simple-beam end rotation, but with configurations that differ from those prescribed in Part 10."
I got 350 heads on a 305 engine; I get ten miles to the gallon, I ain't got no good intentions.
RE: 13th AISC Code Requirements for Shear Connection Ductility
RE: 13th AISC Code Requirements for Shear Connection Ductility
I got 350 heads on a 305 engine; I get ten miles to the gallon, I ain't got no good intentions.