Robot Structural Analysis Ideas - Page 30

Anonymous · ‎02-07-2019

1) The wood security factor (gamma M) for design eurocode 8 (earthquake) is 1.00 only for capacity design (DCM, DCH, with q > 1.5), according to EN 1998-1 §8.6(3)P. But it should be take as current security factor (1.25 or 1.3 in France) for DCL design (q = 1.5) according to EN 1998-1 §8.6(2)P : it is a mistake of RSA. 2) For capacity design, overstrengh factors must be used for diaphragms's elements (diagonals and others pieces) according to EN 1998-1 §4.4.2.5: - 1.1 for ductiles ruptures - 1.3 for fragiles ruptures (wood elements) This point is not including in RSA design.

rokas_varanauskas · ‎01-30-2019

Currently setting for required beam reinforcement only allows single concrete cover for both top and bottom faces. In many instances top cover with differ from bottom hence the request. Slab reinforcement already has this feature, this should be implemented in beam design. Thanks

yesterday55555 · ‎10-22-2018

Hello Robot team. I have been using RSAP for designing. I can see that RSAP is great for engineers. But I would like Autodesk will mind this my opinions on adding this to Colunm note for more detail of informations. And If it isposible, I would like the moment diagram in the Column note as well. Thank you.

Mouhammad_mazzaz · ‎08-01-2018

I suggest to add a gif animation to robot like that found in revit like a short video explain each icon what can do in robot

Anonymous · ‎07-04-2018

Hello, AFAIK, it is actually impossible to generate wind load for complex 3D structure according to Eurocode in RSA. I can imagine how difficult this task is for the implementation. However, personally I think the following idea could be facilitate the task. Imagine we have to generate the wind load for a structure on the cladding faces (wall, roof): - We choice a cladding - We enter the wind pressure (q) and precise to RSA the nature of the cladding (wall or roof, height, length, etc), the wind load case (wind direction, internal pressure, etc) and RSA should automatically generate the wind load on this cladding (by dividing the cladding in several zone A, B, C etc according to Eurocode). Although we have to do this task for each cladding, it should reduce a lot of manual works...

Anonymous · ‎06-07-2018

Si une erreur concernant l'emplacement de votre élément se trouve dans la note de calcul, pour une poutre, l'erreur pour moi était le symbole multiplié "*" que Robot ne prend pas en charge, en le remplaçant par "- "ma note de calcul apparaît;"

Anonymous · ‎05-31-2018

Il serait bien que Robot puisse afficher la surface de coffrage qu'il considère dans son calcul mais aussi la section d'acier et le volume de béton qu'il considère pour son calcul de densité (kg d'acier/m3).

Anonymous · ‎05-31-2018

Bonjour, il serait bien lors de la création d'une poutre nous puissions appliquer des formes de pentes au plancher. Que se soit pour les poutres rectangulaires ou les poutres en T.

Anonymous · ‎03-27-2018

I am having trouble choosing the correct local axis for my 3D structure( walls and slabs). Please can you guide me how to choose my local axis for the walls and slabs

Anonymous · ‎05-10-2017

This is a list of software packages that implement engineering analysis of structure against. Robot Structural Analysis Professional, Advanced structural analysis software, SAFI, 3D Structural analysis and design software

Anonymous · ‎04-26-2017

By the way, I'm a 21-year-old boy, a student at the Annunzio Fisheries College. I'm attending studies at the engineering faculty of construction. Through various courses within my faculty I have had many really fascinating ideas about your software, principally autocad. I would like to be able to propose these ideas personally. I assure you that it will be worth it. Look forward to your news, in the meantime I will elaborate my paperwork in a paper format so that it is clearer in a possible encounter. Sincerely, Antonio antoniopalm96@gmail.com

Anonymous · ‎04-25-2017

I am using robot structural analysis version 2015. The problem here is I cannot change materials or properties of my slab design. Attached picture.

7054109642 · ‎02-16-2017

Gentlemen. A few remarks regarding the model attached. Stresses-steel tube ( eg element 1203/combination 8): stresses resulting from Mx and My shoud not just add up Angle design: CAEP angles behave as 45 deg rotated angles although in graphics interface are shown in xy orientation For asymmetrical sections there should be an option for x/y to ksi/eta transformation of forces (45 deg for equal angles ) and design in the new coordinate system Regards Stefan Strojnik RTV Slovenija Stefan.strojnik@rtvslo.si

tom.krok · ‎08-31-2016

For every steelwork designer (especially in steel bridges) it would be a great improvement to be able to check a HS joint/connection for Out of Plane moment. Nearly every U-Frame steel bridge deck would require this check so it would help a lot and speed up the design iteration process. Best regards, Tom

Anonymous · ‎07-09-2016

Hello, I think those people who approach RSAP that meet an error or instability Type , it would be interesting and useful a dedicated manual including videos showing how to correct as much as possible cases of common errors and instabilities (the forum has plenty of people having this kind of troubles), instead of a simply list of the errors in the user guide. More, it would be useful create complete videos (from modelling to final documents and drawings) about the most common type of project, such as concrete, steel, masonry, wood with foundations such as reverse beams, raft foundation etc etc. Thank you and Best Regards

Anonymous · ‎03-04-2016

Pouvez développer un calcul automatique du taux de travail moyen d'un groupe de barres, par exemple dans la fenêtre résultat. ce ratio serait basé sur le poids d'acier. exemple:

Anonymous · ‎12-28-2015

Anonymous · ‎11-12-2015

Hi, is there a way to check steel strain value limits in RC design. Is it by default for each code ? I don't see what is that value for EC2 code. We only see reinforcement. It will be nice to have opportunity to change strain by user (eps=0,01 or eps=0,02 ..etc). Regards rm

Anonymous · ‎11-01-2015

It will be very effictive if you allow user to manipulate stiffness matrix of the structure by adding or extracting it. very needy

Anonymous · ‎10-28-2015

Hi, Please can the list of results maps available for access under ParamsFeMap.CurrentResult be expanded to include the following: - Complex tab - Tensile Reinforcement - Complex tab - Compressive Reinforcement - Detailed tab - displacement Z Thanks in advance, George

Community

Wood security factor for design eurocode 8

Required Reinforcement of Beams - cover to reinforcement

Column Result and Column notes

GIF ANIMATION

3D wind load simulation according to Eurocode

Note de calcul qui ne s'affiche plus

Surface de coffrage/de béton et d'acier

Forme de pente

Local axis

Software

virtual

slab

stresses/design

Out of Plane Moment check for HS connection module

instabilities and general errors

Taux de travail moyen d'un groupe de barres

my new favorite robot

steel deformation in rc design

Stiffnes Matrix

VBA Projection Capture of a view

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