Aloha folks!
I’m a licensed architect in Hawaii expanding my services to include complete structural design, and I’m using ClearCalcs to streamline my workflow. I have a solid grasp of gravity load design, but I’m struggling with the software when it comes to diaphragm loads, wind and seismic loading, and how to link everything procedurally in ClearCalcs.
I’d love to see a workflow diagram and to gain a full understanding of the best step-by-step approach for setting up wind and seismic forces, distributing diaphragm loads, and ensuring proper load transfer to shear walls and foundations.
What’s the most logical workflow to follow in ClearCalcs to keep everything organized and efficiently linked?
If anyone has a structured process for tackling this, I’d really appreciate the insight. Looking forward to learning from you all!
Mahalo,
Jim