Hi all,
I will be thankful if you can answer to my question and give guide.
I have big plat on beams, going to put frame on one portion of plate, plate ends are siting(welded maybe) on beams, now I designed plate and frame in staad, only dont know how calculate KFX, KFY, KFZ, when we thich FY , we must put give value of KFY also?
