I'm trying to simulate some different scenarios with the design table so I can see witch is the best configuration for my truss design. The problem is that if my sketch generates a new line ( that should be a new member for the truss) i have to set manually the weldment profile.
I tried to use linear patern to varies the quantity of internal trusses (5) X the step between the members (1000). This way I could analysis the best combination of STEP X INTERNAL MEMBERS.
Is this method the best for this case ? how can i set this in design table that i dont need to manually set the weldment profile each time that a new member appear ?