Hi, I need to design a SCC (Special Cantilevered Column) for resisting against Seismic lateral load, I couldn't find the Max. allowable deflection for it in AISC. Does anyone know this? Thanks,
Hi, I have a Ret-Wall in Steel Structure Building. I want to know What are the Load combinations for that "Earth" load on wall in combination with other static and seismic loads. Thanks you,