Hello team,
I have a question about streamlining workflows within our niche of the roof truss detailing industry. We’re currently dealing with extremely large, high-detail models of hundreds of joints, multi-residential floor plans, and dense plate connector matrices.
While SketchUp excels with heavy modeling and layout view generation, we’re regularly experiencing limitations in performance and losing data when attempting to carry those models down the line.
I’d love to get community input on a few technical issues:
Exploding Files & Performance: When working with hundreds of highly detailed, nested components (e.g. A large roof filled with individual trusses with detailed plate connectors), what are the standard techniques for smooth viewport experience? Do you use proxy versions of complex components during modeling, for example, replacing heavy nested geometry with lightweight representations to ensure performance before the final details are applied?
Preserving BIM Metadata: We need to be able to export framing design models to industry standard file formats (IFC/OpenUSD) while maintaining integrity with detailed information (e.g. Exact timber grades, truss numbers and plate dimensions). Is there any recommended extension or native classification in order to prevent the data loss during export?
Dynamic vs. Live Components: Has anyone had any luck building fully parametric, dynamic components for complex roof trusses that can accurately determine dimensions and angles of trusses based on spans without corrupting the geometry?
Any advice is appreciated and will benefit structural & AEC industry professionals as they navigate daily workloads.