dcarr82775
Structural
Does anyone have experience with the Section Cut in SAP2000? I am trying to find the moment in a slab strip. The problem is the moment on the right side is drastically different from that on the left side (50% difference). There are no frame elements along the section cut (or any other element type) so the difference is puzzling to me.
Also, Any new sections I try to draw it give me values of Zero for all forces and moments at the section.
So before I throw away a couple weeks worth of work I wanted to see if anyone else has had this issue and what they did to fix it. I have contacted SAP but who knows when I might hear back from them.
Also, Any new sections I try to draw it give me values of Zero for all forces and moments at the section.
So before I throw away a couple weeks worth of work I wanted to see if anyone else has had this issue and what they did to fix it. I have contacted SAP but who knows when I might hear back from them.
