As for now after each collecting of phases it is necessary to re-define all combinations of load cases from different phases. In most of cases repetition of collecting of phases is resulting from some modifications in single phases and necessity to re-calculate the model after it. After such modifications the new collecting is done for precisely the same list of phases.   In such case implementation of the update of collected phase (instead of generation of the new one) would simplify necessary users' action and result in very simple way to preserve in collected phase already defined combinations of load cases from different phases.   It is the feature which would significantly improve the usability of phase structures in modeling of sequential construction. Show More

I have doubts about RSA development is halted or moving very slow. We nearly have the next gen of Autodesk SW for this year and RSA only got a hotfix but no feature improvement. The UI is very old and not aligned with Autodesk ribbon style, and next gen EC is not implemented.    Also, there is no masonry, aluminium design for EC + we cannot get provided reinforcement for EN and BS EN codes for RC walls and deep beams too.    Users need to subscribe in order to use Autodesk SW so why the development team is waiting for whole year to just release small updates?  Show More

Please provide option for BS EN RC wall and deep beam 3D rebar detailing like on the French code.  Show More

This modeling option is really practical when using PPE lost formwok to save concrete, save reinforcement and of course save a lot of CO². (cf Daliform products) The slab inertia is hopefully well computed but not the real dead weight of the slab. The algorithm computes an equivalent slab based on revised inertia. Concequently the reinforcement computation and mapping are false as the armlength is drastically reduced compared to on site reinforcement, --> it artificially boost the reinforcement requirements which is not the proper conclusion. could you please revise the computation for this hollow slab ?     Show More

  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-Structural/Capacity-curve/td-p/3651586   http://forums.autodesk.com/t5/Autodesk-Robot-Structural/Frustrating-plastic-hinges/m-p/3649112/highlight/true#M8097   ..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).     Show More

As you can see to my thread below, I feel that is a huge minus of Robot not to be able to design easily a foundation system that consists from isolated foundations that are connected with Tie beams (inverted T section). This is a common practice to use foundations like this to steel structures and other softwares like cype can do it.     Thread  https://forums.autodesk.com/t5/robot-structural-analysis-forum/isolated-foundations-with-tie-beams/td-p/12991528 Show More

Its Really needed to be corrected as per the post  https://forums.autodesk.com/t5/robot-structural-analysis-forum/diaphragm-problem-to-be-corrected/m-p/7225727/highlight/true#M55398 Show More

hello,  here in Algeria we use RPA rules for the rebar reinforcement, but when using RSA we cant find RPA only in seismic rules, so we use BAEL because its so close to ours I hope you add RPA and CBA to the standards in RSA thank you Show More

External parameters are very useful way to provide additional data for BIM integrated workflows. Designers can save info for design to them, and aswell create notes about results for detail calculations.   RSA API documentation indicates that external parameters should show up on parameter browser, when RobotParamDef object GuiVisible attribute is true, but this feature doesn't work.     Show More

Include table format for contour geometry including vertexes, line types (straight or arc) and local axis. Include table to assign contour type (eg. panel, opening, cladding, load region) This will help integration with Excel Show More

  When we select a node by indicating its number, it is marked with a green color spot in the structure but if the structure is a little more than simlpe it's difficult for the user to see where it is... It should be marked by a different (more clear) way, for instance the node could be enclosed in a small circle in order to be visible.  Show More

Please update the timber design codes faster. It is 2022 and the 2015 NDS is the most recent US timber design guide. The current code is 2018 and there have been 2021 version updates as well. Show More

design of section class 4 Show More