😂glad you didn’t have to

De nada!

You're welcome!

I hear ya! 🫡

For that you’ll need to a little bit of geometry and some material that is thin enough to bend to your curve - glue extra layers on later to your desired thickness. The geometric way- you can calculate (2*pi*radius)*percentage of curve out of 360 degrees to get the length of the wall, and then in AutoCAD draw the height of the wall and the length from the formula above. OR- I think an easier approach is to cut cut a strip of material (in AutoCAD or Revit draw a rectangle at your wall height and at a length as long as you can) then print your floor plan to scale and bend the strip of wall on top of the plan to show you the length. Mark and cut!

Welcome!

Glad I could help!

Thank you for the insight that you are bringing! Noted and much appreciated.

Haha love it

You’re welcome!

I believe you’ll want to visit the sorting and grouping tab for that field and check “calculate totals” and uncheck “itemize every instance”

I appreciate it! Planning on doing more Rhino.Inside Revit videos in the future as well, so there should be more pure Rhino vids along the way as a result.

Welcome aboard!

My pleasure!

Great question. I have no idea. The only thing I can think of is if are you using a spline at each elevation to create the loft maybe that could throw it off? Were you able to figure it out yet?

I certainly can! I’ll add it to the list.

@@Studio_Hero Thank you!!

Absolutely! You’re welcome.

And set your layers correctly! 0mm line weight for vector cutting.

I don’t think so haha. @ what time stamp?

Out of the box I do not believe there is one. KS is the keyboard shortcut to assign shortcuts. You might be able to do what you need to do there www.autodesk.com/shortcuts/revit

Right back at ya

😂

Thanks, I’ve got a bunch more of them on my to do list!

Super interesting. I’ve never heard of that before, but I have learned of other methods to mitigate lateral loads from earthquakes. I couldn’t find what you’re referring to, but I did find a handful of articles on holes in steel beams www.quora.com/Why-do-steel-beams-have-holes It’s not to say the method you describe is mutually exclusive. Are you able to share a reference with us?

@@Studio_Hero In the "AISC Prequalified Connection 358-16 and 358s1-18w" (seismic) there is a diagram of a "reduced beam section moment connection" where the top and bottom flanges are reduced/cut in order to make that area more "plastic". It is referred to as a "protected zone" since it must not be further modified in order to focus deformation at that spot. Later that document describes an approved Simpson Strong-Tie with reduced web to focus deformation. Later "slots" cut into a web are described. My overall impression is that a variety of methods are being tried in order to focus deformation - and that this is an area where the code is still evolving and engineering judgment is being allowed (since we won't know until there is another major earthquake which of these various techniques works best). I was watching the San Francisco transit center being erected and I was surprised to see welded beam "hinge and pin" connections being extensively used where there would normally be welded connections.

@tonyduarte9503 that’s a rock solid reference! I’d say you know exactly what you’re talking about. The concept you’re describing also reminds me of how automobiles use a crumple zone - designed to deform and absorb energy at the cost of replacing anticipated consumable parts. Really cool stuff, thanks for sharing!

That’s an awesome idea. Next opportunity I have to scan and share I will!

Thanks, I’ll add that to my notes for series ideas!

Thanks for the question! A north oriented plan is when true north is at the top of the screen/ paper. When you’re done designing, always try to represent your plan views in relation to true north. Of course there may be reasons to orient in a different direction, such as for readability’s sake or to fit the drawings at a larger scale on the page.

Great idea, I’ve added that to my list!

Thanks for the question! Are you asking how to extrude a face after it’s been split? If so, I do not believe Revit has that functionality. Instead I’d look into creating an in place component where you’d want the extrusion.