re_solidworks
Guest
I have entered enough into the world of carpentry and work for more than one company with solidworks. there is to say that I and a person of my confidence are developing a series of functions aimed at carpentry and optimization of the workflow of design of these structures with swx.
conforcing me with the cads of the field I noticed qualities and defects. my client has tekla and another has technometal and both are a lot more productive than me for standard constructions like sheds, etc...
the problem that they have concerns a little particular structures that must be built sometimes to satisfy architectural needs. from what I have seen is no longer a question of speed, just fail to realize the necessary tables, not to mention the export of step or iges for the laser cutting of the profiles.
basically on the "strane" structures are much more competitive I with swx than the various vertical cads.
Among other things I think that in my case there is still a lot of room to improve and many workshops to introduce to better optimize work with swx.
conforcing me with the cads of the field I noticed qualities and defects. my client has tekla and another has technometal and both are a lot more productive than me for standard constructions like sheds, etc...
the problem that they have concerns a little particular structures that must be built sometimes to satisfy architectural needs. from what I have seen is no longer a question of speed, just fail to realize the necessary tables, not to mention the export of step or iges for the laser cutting of the profiles.
basically on the "strane" structures are much more competitive I with swx than the various vertical cads.
Among other things I think that in my case there is still a lot of room to improve and many workshops to introduce to better optimize work with swx.