Good Day to everyone!
I'm new on this forum. I'm a structural engineer from Poland and I use AISC-341-10 to design a structure for high seismic region.
Due to the reason of huge seismic base shear force I need to design my structure as a Special Concentrically Braced (SCBF).
AISC 341-10...
Good Day to everyone!
I'm new on this forum. I'm a structural engineer from Poland and I use AISC-341-10 to design a structure for high seismic region.
Due to the reason of huge seismic base shear force I need to design my structure as a Special Concentrically Braced (SCBF).
AISC states...