Thanks for the two replies.
(I guess I need to get more familiar with the 13th Edition of the steel code...I can't seem to pry my fingers off the 9th.))
To the second responder: There will be a small positive moment at that location, but I would check it for the steel beam alone.
Not sure I...
I have a series of 32' long girders in a composite floor system that happen to have one end (about 24" lemgth) without a composite slab on both sides of the flange due to a 2 story CMU wall passing through (see uploaded file attachment). Of course RAMSteel will not design the girder as composite...
