It would be awesome to have such manuals to actually know what the program is calculating and to make the process of hand verification easier. Show More

Le calcul des actions, dans cette nouvelle version 2014, n'est toujours pas abouti. Il manque: - la prise en compte du Cdir par secteurs angulaires. - la prise en compte de plusieurs catégories de terrain selon l'orientation du vent par rapport au faces du bâtiment. et bien d'autres choses qui pourraient permettre une meilleure optimisation des calculs (exemple en pièce jointe)   Vous pouvez me contacter si vous avez besoin d'aide car j'ai déjà développé quelques outils permettant de le faire.   PERRIN Stéphane [email protected] beoptimax.com   Cordialement.     Show More

Could you include an easier way to choose which analyses are performed (check boxes)...currently having to change to 'auxilliary' and then back to whatever it was previously is a bit of a pain when switching between say earthquake and footfall analyses.  This would help speed up the calculation process.   I also think that editing of panels is in desperate need of updating with table input for geometry (I currently use the excel API that was posted on the forums and is a good intermediate step).  Could we also limit the accuracy of geometry when setting up the model to a predefined limit (say either 1mm or 10mm...it would also be a nice feature to be able to go to 5mm)...it's a real pain when the coordinate has somehow become 18.450000023 or something.     Ta,   R Show More

Please can you incorporate a way to find a node on a drawing such as bullseye zeroing in on a selected node when you press F2 (or something).   When debugging a model it's currently a bit of a pain to find the node in question (especially for those of us that are red/green colourblind).   Thanks,   Rich Show More

The Brazilian codes (NBR 6118 for concrete, and NBR 8800 for steel)  included in R.S.A.   Wilson Civil Engineer Pós Graduation in Structural Analysis - SOCIESC Show More

I am asking for designing of anchor reinforcement in concrete pedestals (EC3 + CEB). I have problems with designing columns base plates with big moments, when distance between anchor from edge is small - concrete resistance isn't enough(concrete cone failure) and we need reinforcement but we have'nt any possibility to calculate it in ARSA. Show More

Robot Defines stirrup diameter and spacing... The calculation notes for the above is not in the calculation notes.  I like to see the calculation of shear in the calculation notes Show More

When you do the calculations for a new section type it would be useful to have the warping constant (Iw or H as I know it) reported in the list of data.   Looking at a similar post it may be that Robot doesn't calculate this?  Strand 7 has the ability to calculate and it is very handy.   Thanks,   Rich Show More

When running non-linear analysis, different combinations should be computed simultaneously in separate threads. This would make such calculation almost an order of magnitude faster. Show More