- Collapse View
- Expand View
- Mark all as New
- Mark all as Read
- Float this IdeaStation to the Top
- Subscribe
- Bookmark
- Subscribe to RSS Feed
- Invite a Friend
Everyone knows that make proper mesh for complex geometry on the first try is impossible.
Robot makes perfect mesh, but, unfortunatelly uses only one core of CPU, so process is quite long on powerful computers.
Please, make multuthreading support for meshing and we can save a lot of precious hours :-)!
Quite long slabs on grade has irregular foundation pressure, thus they have to have irregularal elastic coefficient to calculate forces in slabs correctly.
Unfortunately, right now Robot has no capabilities to set non-constant elastic coefficient for the slabs.
Since 1 december 2011 steel code SNiP II-23-81 not used in Ukraine.
New Ukrainian RC code DBN B.2.6-98:2009 based on Eurocode 2.
Update and keep panel/cladding elements connected when nodal coordinates are modified
It would be very useful to implement RC design of typical pile caps and circular spread footings (including footings with variable thickness).
Objects (panels, contours, lines, polylines, arcs circles and so on) table with coordinates of their characteristic points
Reference:
A general update in push over analysis should take place.
There are several issues that must be resolved in order this type of analysis to be completed in Robot. Some of these are already posted, for instance the following links:
http://forums.autodesk.com/t5/Autodesk-Robot-Struc
..and many others like the ability to set a starting case (usually containing dead and live loads) before the push over analysis e.t.c (I think that some of them are already posted as SR in Subscription Center).

