I was wondering if anyone could share any "best practices" for modeling pre-engineered wood trusses from a consultants point of view/model.
We are not selecting the size or spacing of the trusses but we need to show something in our model.
For the time being i have either been modeling a regular truss with nominal 2x6 members or modeling in place and placing in a Group and then copying the truss as required.
Any other suggestions?