I have a large frame assembly, consisting mostly of I-beams, and a large baseplate. This assembly has some very loose tolerances designed into the components.
Our stress groups fea software is unable to calculate a frame if gaps exist.
So my Question is: is there a way to create an fea .prt that has the geometry of the assembly, without the gaps.
I have tried saving the assembly as a igis or step and importing it back in as a .prt and trying to fill in the gaps with extrusions, but there are hundreds of gaps and you mind as well create the .prt from scratch.
Hopefully this was clear enough, any help is greatly appreciated, and I use wildfire2
Our stress groups fea software is unable to calculate a frame if gaps exist.
So my Question is: is there a way to create an fea .prt that has the geometry of the assembly, without the gaps.
I have tried saving the assembly as a igis or step and importing it back in as a .prt and trying to fill in the gaps with extrusions, but there are hundreds of gaps and you mind as well create the .prt from scratch.
Hopefully this was clear enough, any help is greatly appreciated, and I use wildfire2