hello,
I am designing a slab for shedding for a' machine' of steel plate supported by 4 columns on which a load is applied the loading is a solid cylinder, to apply the load it has to be generate the mesh while defining mesh I noticed that it is giving different results (Deflection) when meshing is changed i.e no of division in plate changed. please any experts who can tell me why it is? although materials and loading conditions are same.