Hello Everyone,
I've come across an interesting existing exterior foundation wall condition and have begun exploring the use of EPS Geofoam as a solution. At a high level I have having difficulty finding the appropriate design parameters, but wonder if it's because I am not asking the right...
I am in the process of designing a 3 story steel structure which will be seismic design category D. It has considerable architectural limitations and we are trying to make use of a Special Moment Frame (SMF) system. For simplicity sake, I have gridlines A, B, and C on each level. The columns...
