An example of part of the steel structure frame. Rolled I-section beam is connected at both ends to flanges of I-section columns using bolted endplates with welded ribs modeled to increase the stiffness of the connection. Two I-section diagonal bracings are connected to the middle part of the beam using bolted endplates and two pairs of stiffeners at each bracing. Such a frame is typical for structures designed in seismic areas. Modeled in the IDEA StatiCa Member application.
![Support Center](https://assets-us-01.kc-usercontent.com:443/1ca05609-4ad1-009e-bc40-2e1230b16a75/748f2f5f-6322-41f4-abfa-a47e36a0ab40/Seismic.png?w=1920&h=1440)