How does ETABS deal with floor loads, and transfer it to the beams? I noticed the span and support moments for a selected beam are somewhat lower in ETABS compared to using
How to calculate the seismic force for a Pushover analysis and how to insert it in ETABS ? | ResearchGate
![Applied Sciences | Free Full-Text | Numerical Study on Seismic Behavior of Flexural Frames with Semi-Rigid Welded Steel Connections Considering Static and Reciprocating Loads: A Performance-Based Earthquake Approach Applied Sciences | Free Full-Text | Numerical Study on Seismic Behavior of Flexural Frames with Semi-Rigid Welded Steel Connections Considering Static and Reciprocating Loads: A Performance-Based Earthquake Approach](https://www.mdpi.com/applsci/applsci-12-07617/article_deploy/html/images/applsci-12-07617-g001.png)