xtract picture frames with one small app[adapter]. I get a total of 131 images, [ So in fact they are the same as screenshot] and I use this image as imagery to 3d photogrammetry. Probably this is incorrect, but it's how far I can go without drones in place.…
th a graphic editor (GH) hosted in a CAD app that has primitive assembly/component capabilities and/or feature driven ops (Rhino). Did I've mentioned that Rhino is a surface modeler? (meaning the obvious).
3. Imagine a "seed" collection of assemblies related with various membrane components made in SW. Say: geometry (prior solid ops) and parameters (the feature driven part of the equation, in most of cases managed with some RDBMS). You should port these to GH (a variety of ways exist for that) and create the bare minimum of "solids" in GH as instance definitions. There's 2 main reasons to do that: (a) effectively communicating back on an assemply/component schema (via STEP) and ... (b) achieving manageable collections when in GH. These are critical for clash detection (when outlining some topology in GH, therefore NEVER work just with "curves") and "variation" control of some sort (up to a point). Of course for high class designs (where the devil hides in the details) this is NOT the best imaginable solution ... you'll need CATIA for such an integrated (all in one) procedure. On the other hand many could (wrongly) argue that CATIA is expensive (rather naive argument if a company has a certain turnover).
4. So, in general I would strongly suggest to use instance definitions of items in some sort of "intermediate state" of detail (an 100% undoable task without code) structured in such a way (classic assembly/component MCAD mentality blah, blah) that SW could take benefit of a possible modified "base topology" and proceed by finishing variations of the given assembly (feature driven stuff as usual).
5. Then export (STEP 214) back portions of the assemblies (and parameters used) to R/GH if and when this is required (for instance for BIM disciplines ... but Rhino is not a BIM app, nor it would ever be).
6. If you are familiar with code matters ... start thinking the whole puzzle that way, if not my advise is to find someone to design such a "procedure" (say an "app") using solely code, but this is not a task for the inexperienced by any means.
best, Peter…
gt; most probably > adios Amigos.
3. WP Loop VS ... > see above
4. Daniel VS ... > see above.
There's other dedicated apps for handling huge amount of data (using very fast ball pivot algorithms for dealing with the gazillion of points).…
The generic problem with the 2 apps that support dependent modelling (MS, Rhino) is that they are both very poor in Assembly/Component concepts/tools/you name it. Defining topology is one thing...but real life projects demand a bit more than that.
…
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.…