Hi all,
Still coming to grips with FEA, I was wondering when importing a Solidworks Assembly Parasolid .x_t file to Ansys 14.5 for FEA the additional steps required after the geometry stage to obtain analysis results.
From what I can see after mating two parts to form an assembly in...
Hello all,
Long time browser of these forums, first time poster.
I'm researching low rise (a few storeys) steel frame structures and looking at alternatives to cross bracing in order to reduce lateral deflection due to wind and seismic loads, with one method being the use of concrete tie beams...
