y, he he) on that market segment (trusses and the likes) ... well ... you can't do anything in real-life without code. Too many reasons to list them here (indicative: connectivity Trees, member clash detection, instance definitions, managing solution variations talking to MCAD apps that do the parts in real-life ... blah, blah). If this is just an abstract exercise ... forget all the above.
3. Using a // (to the ground) "inner" surface (the 2 edges, that is) is tricky because without code you can't be sure where the whole procedure failed (a red component means nothing).
4. The weird big "component" provides ways to do things with surfaces (most notably: rebuild) that are not available as native components. Rebuild is critical when dividing surfaces
have fun, best, Lord of Darkness…
UI - obvious if you recall who's developing MODO):
https://www.youtube.com/watch?v=A5Fd2jOgus4
https://www.youtube.com/watch?v=SkYwpyZNJcs
https://www.youtube.com/watch?v=pK3Q9BQSK4w
A small "bit" coming directly from the US movie industry:
https://www.youtube.com/watch?v=syZdi08_Sco&list=PLIHQjWXPloi_Q...
https://www.youtube.com/watch?v=kPj_Ey2IT9E
2. Trad AEC BIM apps (AECOSim - my favorite, Revit - no thanks, Allplan - no thanks) use RPC cells for similar tasks (an RPC cell is in fact a "DataTree" of images). In the past I did several figure animations (I'm not doing this any more: boring to the max):
http://help.archvision.com/products/bentley-microstation/getting-st...
3. Maya of course does everything (it's a unique amalgam of mesh and nurbs tools), but is totally unsuitable for AEC work.
https://www.youtube.com/watch?v=IVViMQHjjMw
So, assuming that you are in the AEC bandwagon, your options are:
a. AECOSim as the total "umbrella" for AEC matters.
b. MODO as the most innovative app out there.
c. Quest3D as the best VR app out there.…
j. to rhino for architectural scenes.
(unispiring ... I admit)
On recent iOS the app doesn´t work any more, so I figured out, if I should think about making a "light" version of that plant growing thing, with a definition on GH,...
I try to imagine any kind of simple setup to start with,
since I am a middle / low skilled GH user celebrating allways the taste of succes ...running an ordinary GH definition.
Angelos
…
& E & " Autoname = " & N & " _Enter")
End If
but
1) need to input 2 points somehow
2) it wrote "app. is not defined" in "out"
Where can i find examples of correct sintaxis of app.Runtimes?…
this, you'll have no horizontal force at the roller, but you will have it at the pinned support. If you wouldn't, then the structure will be displaced.
Usually, in 2 dimensional structures, if you want to know if an articulated structure is isostatic (as opposed to hyperstatic, which is what you have right now) is to use the following formula:
b+c-2·n=0;
b being the number of bars, c the number of constraints you have and n the number of nodes. In your case: b=19, c=3 (displacements constrained in X, Z at your pinned support and only constrained in Z at your roller support) and n=11, so: 19+3-2·11=0.
I recommend you to download the app SW Truss, as it's very useful to check your results instantly.…
onstrates the following:
1. The definition's functionality employing HumanUI for the custom user interface.
2. The evaluation of the definition's ability to handle different point cloud data sets.
3. Video reports with the definition's results, animating subsequent per deviation step frames.
This definition calculates best fitting plane deviations. The number of manual set parameters has been minimized to two the facade per World UCS axis selection and the search width. This defines a box, which is used to crop protruding architectural details, which do not contribute to the analysis, but also ensures that large deformations are included in the calculation.
For the automation of the vertical and horizontal sections creation, the analyzed cloud is clustered, according to user defined number of 2d grid cells. The deviations corresponding to each cell are averaged in mean and median mode.
The process is displayed mostly in real time, with some speed up in some parts. Too long calculations have been omitted during video edit. The setup is responsive and benchmarks show that changing between dense point cloud data sets and facades is pretty quick (6.5-7.5M points, 25-45 deviation steps, 44x22 clusters), updates are calculated in acceptable timings (3-6 minutes).
I would like to thank Heumann A. and Zwierzycki M. who provided direct support with HumanUI and Volvox. Also Grasshopper3d forum users Maher S. and Segeren P., who contributed with Rhino viewport manipulation scripts.
More on Volvox:
http://papers.cumincad.org/cgi-bin/works/Show?_id=ecaade2016_171&sort=DEFAULT&search=ecaade%20volvox&hits=2629
http://www.food4rhino.com/app/volvox
http://duraark.eu/
HumanUI:
http://www.food4rhino.com/app/human-ui?page=1&ufh=&etx=…
glass panel).
2. This actually means that the parts on duty they don't differ that much. Meaning that we can use an "average" size (and "local" topology) acting as the Jack for all trades.
3. Meaning that we can effectively solve the abstract topology with an abstract app the likes of GH and then place in properly defined coordinate systems all the real-life bits and nuts ... closely "emulating" a pro solution (that could "adjust" the parts as well).
4. This means that one particular C# needs more lines of code since as it is it defines cable axis on a per nod to node basis ... but in fact these are defined as the min segment between curves (circles to be exact).
5. Additionally the end part of each strut differs depending on how many pairs of stabilizing cables are used (either 2 or 1). Meaning some lines of code more for defining the proper coordinate systems for the instance definitions.
6. This is the reason that I've postponed mailing to you the 4 horsemen (because PRIOR finishing the whole you MUST define what parts to use: the classic bottom-top design approach).
But in order to receive the Salvation (aka: Apocalypse) you MUST answer correctly to a simple puzzle:
Provided that money is no object, pick your car:
1. Ferrari 245 (Less is more)
2. Lancia Stratos (Lethal).
3. Cobra 427 (Men only)
4. Ford GT40 (Mama mia)
5. Ariel Atom (Mental)
6. Aston Zagato GTB4 (Sweet Jesus)
7. Fulvia HF Fanalone (THE racer)
8. Lambo Miura (Enough said)
9. Lotus Elise (Just add lightness)
10. Alfa Romeo 8C Competizione (In red)…
a black hexagonal background. They are containers of parameters but parameters in themselves, like the "x" in a mathematical function. So, what I do is something like:
2) That depends exclusively on the panel, not the cluster. Then you can't. It is also not possible to assign access (item, list, tree) to the parameters.What you are trying to do, assigning components to the inputs directly, can only be done from code or using snippets. http://www.food4rhino.com/app/brick-box…
ay to make some real-life proper nodes for that kind of T truss (we use machined balls solely for MERO KK type of normal trusses).
3. I'll post here soon a modular demo system suitable for this case (real-life for AEC purposes - NOT for decorative/artistic stuff, I don't care about that since I'm an engineer). This would include a policy for the X struts that require a variable linkage (the X angle). and in the same time a multi cable tensioner "bracket".
4. "Basic" coding next week for T trusses ? Er ... well ... are you kidding me right? I mean that ... hmm ...
5. C# things (about 2+K) around me are classified into 2 "groups": things that are weapons in the right hands and others that serve as demos/start points for mostly abstract cases. The former are internal the latter for public use. I'll remove some sensitive lines from a T truss C# maker and I'll post it here as a "guideline" ... for ...hmm... 4.
All in all:
Provided that you have system(s) on hand (see 3) that work 100% OK in an ideal world you'll need:
A. Something that does the general topology AND (especially) clash detection. Maybe Kangaroo as well as a "first pass" with regard rigidity of the structure in case that you don't adopt a classic T "configuration" (there are many > Google tensegrity).
B. Connectivity trees that relate nodes/edges and maybe faces (say for roofing panels/curtain walls etc etc). Without them is impossible to assemble the T thingy.
C: Something that places real-life "parts" as instance definitions and/or (optional) a "tracking variants history" ability.
D. A bullet proof way to EXPORT things (on an assembly/component schema, say: STEP214 - see C) into a proper BIM app (the likes of AECOSim/Revit) and/or into a MCAD app (the likes of CATIA/NX).
E. FEA/FIM in order to validate the structural ability of the components and the T truss itself.
F. Roofing/cladding/envelope components.
G. "Interactive" cost estimation(s) - T trusses are hideously expensive at least versus "classic" trusses (exactly like a planar glazing system that retails 3++ times more than a humble semi-structural one)…