That was very helpfull, thanks!
Can I apply the distributed wheel loads directly to the arch or do I have to model top of deck members?
Is there a way to define a moving truck load or do I have to add the loads manually at different points?
Yes, but I'm going to create a 2D model to get the member forces.
I see you have the arch members and a grid that doesn't look like members with several supports. Why did you do that?
Thanks!
It is a closed spandrel stone arch. I think the best way is to draw it in Microstation and set a coordinate system and then type the points on STAAD.
Any other tips on how I should do it?
Thanks!
I am now learning to use STAAD to load rate arch bridges.
Does anyone have a tip on how to model the arch in STAAD? Is there a way to import from Microstation? Or is creating several grids with different dimensions the only way to do it?
Thanks.