Hi, my name is Pawel, this is my first "time" on forum so I would like to say hello to everybody ! :)
I am preparing a hall model in Staad.Pro and i don't know how to resolve problem with big displacements in few joints. Maybe You will know better how to transfer forces from wind without having so huge displacements. Plate roof is a stiffener for my construction. I know that maybe this doesn't look good but i am a "freshman" and i am learning :). In attached there is my model. When You will open this model and then to "Node displacements - summary" You will see big displ. in nodes 378 (where the gate is) and in few other places. I don't think that there is necessity to jump in to load combinations and checking members cross sections? I mostly care about those displ.
Thank You for Your suggestions.