Why is the dead load deflection different between RAM Frame and RAM Steel Beam? In my case Frame gives the midpoint deflection of -.29in, whereas in Steel Beam it lists the same beam having a dead load deflection of -.77in. The hand calculated deflection for the beam is -.17in. I would think the difference between Frame and hand would be PDelta. What I am missing?
I would post screen shots but for some reason the files won't let me drag them into the editor.
