![structural engineering - Is pin column-beam joint always have less moment, more deflection compared to fixed joint? - Engineering Stack Exchange structural engineering - Is pin column-beam joint always have less moment, more deflection compared to fixed joint? - Engineering Stack Exchange](https://i.stack.imgur.com/Lz5TT.png)
structural engineering - Is pin column-beam joint always have less moment, more deflection compared to fixed joint? - Engineering Stack Exchange
![Are frames like this common? Check out the pin connection in one direction and fixed in the other : r/StructuralEngineering Are frames like this common? Check out the pin connection in one direction and fixed in the other : r/StructuralEngineering](https://i.redd.it/brsg6sh6ydz71.jpg)
Are frames like this common? Check out the pin connection in one direction and fixed in the other : r/StructuralEngineering
![Generation of Connection Types: Pinned, Fixed and Concrete Column Base - Remarks | Robot Structural Analysis Professional 2018 | Autodesk Knowledge Network Generation of Connection Types: Pinned, Fixed and Concrete Column Base - Remarks | Robot Structural Analysis Professional 2018 | Autodesk Knowledge Network](https://help.autodesk.com/cloudhelp/2018/ENU/RSAPRO-UsersGuide/images/GUID-4446B881-DDF3-4D31-95F6-0DB9BEFF8DCC.png)