Very busy weldment
Very busy weldment
(OP)
I am working on a raised platform which is tubular legs with angle iron sides and braces. My sketch is getting unreadable with all of the lines and dimensions. What is the best way to handle a fairly complex weldment? Should I model sections individually and put them together in an assembly. Thanks.






RE: Very busy weldment
RE: Very busy weldment
It was one of those forest through the trees things I guess. Thanks for the quick response.