Discussion Groups
New Idea
2 Kudos
majorquen12

new canadian code

Status: New Idea
by majorquen12 on ‎10-15-2014 09:08 AM

Add DAM with canadian code

Add Canadian code to connection

9 Kudos

The idea registered to probe the users' opinion on the usability of such feature:

 

The possibility to assign different Young modulus of concrete for different load cases to be used during analysis

Some examples:

  • Instantaneous (live load)
  • Long term (self weight)
  • Medium (n=15)
  • Medium seismic = instantaneous/2 (Seismic EC8)

 

17 Kudos
dcooper

Post Tensioning Design

Status: New Idea
by Active Contributor dcooper on ‎06-22-2013 08:20 AM

Provide Post-Tensioning Design per PTI.

5 Kudos

It's bad that Robot doesn't have an option to display diagram of requred shear reinforcement area (stirrups) in RC beams and columns.

Now, it's just able to show stirrup spacing as a diagram.

 

As an addition to following post:

http://forums.autodesk.com/t5/Robot-Structural-Analysis/Results-diagrams-display-of-required-stirrup...

 

11 Kudos
jclcereno

RC column design (Irredgular Shape)

Status: New Idea
by Contributor jclcereno on ‎03-19-2013 12:46 AM

I hope Irregular Shaped Columns can be made and designed correctly in RSA

2 Kudos
nicknineham

New Zealand Codes - Steel, Concrete, Connections, Timber

Status: New Idea
by nicknineham ‎04-17-2014 01:13 PM - edited ‎04-17-2014 01:18 PM

Please implement the design codes for New Zealand to compliment/ complete the existing code combinations (seismic etc). Especially as I believe Australian code development is being suspended with a view of adopting NZS codes (?). eg NZS1170...

7 Kudos
Tuctas

EC8 for steel structures

Status: New Idea
by Distinguished Contributor Tuctas on ‎03-01-2013 02:20 AM

  The provisions of chapter 6 of EN1998-1-1 (EC8) must be included in Robot's calculations which concern Steel buildings for seismic response.

 

  It is a major subject in seismic areas where Robot has only a limited use in Steel structures until now. Robot’s calculations concern only elastic behavior against seismic action and can be used only if we consider a value of seismic behavior factor: q=1.00-1.50. At the moment it is not allowed in Robot to be used q>1.50..

 

7 Kudos
Dirgs

Brazilian Codes

Status: New Idea
by Active Contributor Dirgs on ‎02-28-2013 09:15 AM

Implement the Brazilian Codes (NBR 6118 for concrete and NBR 8800 for steel)

5 Kudos
dcooper

Steel Connection Design

Status: New Idea
by Active Contributor dcooper on ‎06-22-2013 08:18 AM

Provide steel connection design per AISC at least equal to what is available in RAM Connection and other similar software.

6 Kudos
20300223

Brazilian codes in Autodesk Robot

Status: New Idea
by 20300223 on ‎03-24-2013 02:39 PM

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

1 Kudo

It would be great if we could apply partial elastic surface support to a panel by using a contour.  There are many cases when dealing with concrete slab on grade design to have the ability to either vary the subgrade modulus over an area.  When doing P.T. slab on grade design, one needs to only have a portion of the slab supported, thus the current surface support will not work.  As far as implementation, being able to draw this in as a surface load on a contour would be great.  For a variable modulus, one could use the 3 point contour.

2 Kudos

 

Robot Structural Analysis 2014 still does not contain CSA O86-09 Code for wood structure.  Is there a reason why Autodesk would not incorporate this?  Is the Canadian market too small?   Is there a timeframe for incorporating?

3 Kudos
dcooper

TImber Design

Status: New Idea
by Active Contributor dcooper on ‎06-22-2013 08:19 AM

Provide Timber design per USA codes.

1 Kudo
SamKa85

Fabric Structure

Status: New Idea
by Active Contributor SamKa85 on ‎10-30-2013 02:31 AM

It would be helpful if you can add Fabric shell analysis and hence can analyse and design the supprting structure in RSA.

0 Kudos

There are several stanard profiles missing from the libary

Those i have found:

TREC: all 100x60xXXmm, 180x100xXX mm, 200x120xXXmm, 450x200xXXmm, 500x300x20mm profiles.

 

In general there are missing more profiles with different thickness. I am more interested in getting more profiles, and the engineer then crosschecks the local steel factory for their standards.

 

Hope this is looked into.

0 Kudos
t.sautier

Section Checking Module

Status: New Idea
by Valued Mentor on ‎01-09-2014 01:41 AM

Add a module, self standing, to check sections given only a torsor.

See post : 

http://forums.autodesk.com/t5/Robot-Structural-Analysis/Manual-verification-of-concrete-beam/td-p/47...

0 Kudos
eng.haithamstar

user defined design code parameters

Status: New Idea
by eng.haithamstar on ‎06-24-2013 05:01 AM

I love all Autodesk products than CSI Berkeley's ....but if robot or revit has the ability to design (RC &steel & timber ....etc) according to user defined parameters (local country code) not only materials that will be extremely usefull and serve a wide range of engineers around the world

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