Hi All,
At my current practice, we use ETABS to analyze the stresses in the wall from lateral loads (EQ, Wind). If ETABS denotes ANY tension, we design it as a column in accordance with section 10.
I just wanted to get a second opinion on everyone's interpretation of what a wall subject to...
thread507-501119
There was a recent thread (about a year go) that went over some of the considerations behind the stability of a truss when it is being lifted. A method that was mentioned in the thread was a video by the AISC, linked below:
https://youtu.be/8lhyuhPtkZY?si=zO3XIVSu0OVMWEkC
My...