I am performing some analysis on an existing log framed structure. All walls in this room are log framed (~10.5" Dia.) with round notches.
The client wants to open up / remove a wall that already has a door opening in it by removing many logs to create an opening in the existing wall all the...
Hello,
I am evaluating some A992 and A500 structural steel that was in a fire. I am wanting to use hardness as an indicator of whether it suffered any damage, a method that was identified in a "Structure" magazine article. I will also be examining it for excessive deflections, etc. but am not...
