asdeasoft.net

Here is the zip of the full model I am working on. I need it to run in pushover and can't tell why it's not working correctly. Please let me know if you can find what is wrong. Additionally, the equivalent diagonal strut values are quite high, even though I used multiple equations, so I am not sure ...

Dear STKO team,

Thank you! What force did you use? My units are Kips and inches (sorry), and I was already using 1e15 kips, which seems like an incredibly large load for the pushover (based on the tutorial, which used a much larger 3-story structure). Could you identify which material properties ...

Dear STKO Support Team,

I am working on a pushover analysis of a one bay frame with a nonlinear truss representing masonry infill. Once it didn't leave the elastic region (monitor graph was linear increasing), I tried with a single degree of freedom element with the same nonlinear material ...