I have a question about how exactly to analyze the lower portion when using the Two-stage seismic analysis procedure per ASCE 7-16 (section 12.2.3.2).
I have a 5 story wood structure sitting on a two story concrete structure with the second floor being the concrete podium. When we apply the...
Hello,
I am using somewhat new to Etabs (Used RAM SS Previously) and I am modeling a very simple cmu walls with steel beams and joist. Everything was going fine until I tried to design the joist using Etabs.... the program only designed some and then others it could not design... It just said...
Hello All,
I am new to Etabs coming from RAM SS and am modeling a building laterally supported by braced frames. I have modeled the diaphragm as semi rigid but the beams on the braced frames are seeing zero axial force. I have tried to assign a semirigid diaphragm to the deck, also by going to...
