PiegatoreSolidworks
Guest
So I did that test for you and if I didn't understand what you asked me, I think it all went well! but you already have the 2011 version of the program? How's it going? is it a step for us to do sheet metal workers or is it not so necessary?beautiful solution with welding function!!
Ocio!
try to remove the tick from "simplify folds", you will notice differences on
ray folds 2.
in this case you can say that they are insignificant, but in other cases they complicate your life at the counter, especially on 1.5 alu or 1 mm stainless steel.
modify that parameter on a piece that then overlaps, at the table, to the one left... natures and you will see the differences.
I have 2 questions:
How come the dimensions at the center of the thickness? is it not sufficent from the outside or inside?
Why do you draw the bent rays?
You will already know that for each single fold you can give it radius and factor k different.
Can you do a test for me (see I no longer have 2010) ?
try to make a different hole, such as a framework hole, in another asola etc... on each wall and put the pieces on the table
developed.
check that the pieces inserted are right, to me it happened that taking one to one the bodies, loaded me on the sheet always the usual.
the version, normal, is a bit too complex in 3d realization.
attached an anti-noise wallpaper contruded by us, in alu. pdf 3d.
As for your questions I tell you that I thought I would share the profile on the average thickness or soul only because I drew it first and then arranged, that's all. In fact, as you said, it was simpler and immediate!
I also designed the profile for the "tubeular structure" function with the fold rays with the conviction that the result was better but I did not try to draw it squared and then convert it.. I'll try tomorrow for sure.
....then you advise me for the spun of the flattened development to remove them and put them randomly, only in cases of need?
I am still a little puzzled because I did not know these options!!!!:redface:

