to control which part is allowed to connect to other parts and how. We will first look at the basics of defining rules, and then how to use the rule generator to create them automatically. Finally we will look at how to use connection types to allow more control on the final aggregation.
Video topics:
- Rules introduction: 00:27
- Rules basics: 4:25
- Using the rules generator: 13:22
- Using rule types: 16:58
Download the tutorial files here: https://bit.ly/wasp101_003
Watch the full playlist: https://www.youtube.com/playlist?list=PLCn3-_9Z4-E5A0EFluiMldlEbDufMiN1g
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Download Wasp at: https://www.food4rhino.com/app/wasp
Wasp Newsletter: https://mailchi.mp/e0ccee5c4e32/wasp_newsletter
Source Code: https://github.com/ar0551/Wasp…
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.…
(the full 4gigs it can handle) as long as you have physical memory left.
But once Rhino4 gets anywhere near 3gigs, I'd reccomend Rhino5 because 4 doesn't recover once it hits the memory wall.…
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)…
lled CGA, which does what I think you are looking for. Download the trial version: http://www.esri.com/apps/products/cityengine2/index.cfm
and then try the Shape Grammar tutorials (6 and 9 of the following page):
http://video.arcgis.com/series/62/cityengine
Best regards,
Eduardo…
Added by castroecosta at 6:40am on November 25, 2012