SP4 robot 2013

[eusmor]

Hi, I can’t find the SP4 for Robot 2013, can you help me please?

David

[igos · Accepted solution]

Hi!

Here it is:

For x32: SP4_x32

For x64: SP4_x64

[Dirgs]

Where could I find the readme file about SP4?

Thanks,

RR

[igos]

Dirgs

I dont know the reason why it wasn't published on Autodesk site, so you can find the list of issues here:

General

1. API - assigning cable labels using cache option has been unblocked.
2. Export and update of exclusively selected analytical model components between Robot and Revit has been unblocked.
3. "No disk error" message has been removed for starting the software on machines with external devices connected.
4. Fatal error while opening models with faulty steel connection defined has been removed.

Model Definition

1. Detailed Correct command, used for 'current selection' with 'mark corrected objects' option active refreshes now the screen and the selection control.
2. Detailed Correct command may be now applied for rectangle objects (walls).
3. Linear loads applied on common panel and curtain wall edges are now properly taken into account.
4. Change of the orientation of the hydrostatic load display has been fixed.

Analysis and Results

1. Elastic supports are now properly taken into account for seismic analysis using equivalent lateral force method.
2. Loads applied to frozen panels may be now properly (completely) deleted using graphical display.
3. Traction (compression) only bars are now taken into account for seismic analysis using equivalent lateral force method. Results of the analysis are now taken into account for nonlinear combinations.
4. Time history analysis using model decomposition method for models with releases and DSC elements has been unblocked.
5. Damping correction for the seismic analysis using Monaco code has been taken into account.
6. Reaction values in the local coordinates are now properly displayed in the table with global extremes.
7. Wrong results for linear analysis of frames with rotated supports, rigid links, and releases have been corrected.
8. Stress analysis for composite sections has been unblocked.

Steel Members Design

1. Fatal error for the steel members verification during automatic buckling length calculation has been removed.
2. False detection of lateral buckling length for members with zero bending moments in internal bracing points has been fixed.
3. (EC3) Global stability check for tapered bars and bar with brackets does not longer take into account maximum bending moment along the bar length, which is a rule for bars with constant height.
4. (EC3) Member stability check takes now into account maximum bending moment if buckling is considered, as it is done for non-buckling case.
5. (EC3) The incorrect value of kyz coefficient for Mz-buckling turned off has been corrected.
6. (EC3-French NAD) Incorrect values of kyy and kzy factors for auto load type when internal bracings are defined have been corrected.
7. (CM66) Wrong calculations of the k coefficient for simple compression when annealed section is switched on for profiles other than pipes have been fixed.
8. (AS4100) Usage of the false stability check formulas for axial force changing from tension to compression along a bar has been corrected.
9. (CSA 516-09) Wrong calculation of lateral buckling length in case of using imperial units has been corrected.
10. (CSA S16-09) Verification for tension and bi axial bending takes into account both bending moments now.

R/C Members Design

1. Incorrect values of gamma coefficients for loads and ignoring user defined values for sub natures of loads defined for r/c beams have been corrected.
2. Unjustified change of SLS bending moment diagram displayed for all combinations has been fixed.
3. Hanging calculation of stirrups for r/c beams has been fixed.
4. (EC2-Norwegian NAD) Too wide ductility class selection has been reduced to "C class".
5. (EC2-Norwegian NAD) Incorrect provision for minimal reinforcement has been corrected.
6. (PN) Generation of stirrups outside of the beam section due to supports reinforcement settings has been corrected.
7. Governing case number for object if required reinforcement is calculated for the whole group of columns or beams has been fixed.
8. Incorrect shear reinforcement of columns with section width greater than section height has been improved.
9. (EC2-Norwegian NAD) Disregarding the real cover value in crack checking has been corrected.
10. (EC2) Missing quasi-permanent SLS combination recognition during calculation of slab required reinforcement has been fixed.
11. (ACI) Incorrect value of strength reduction factor fi during slab punching verification has been fixed.
12. Excessive limit for wall or column size with respect to the size of the spread footing pier has been fixed.
13. (EC7) Incorrect generation of A2 type load combinations for spread footing design has been corrected.

[Rafal.Gaweda]

The site with SPs updated with SP4 for robot 2013 is "almost ready".

I hope it will be fully functional next week.

[Pawel.Pulak]

Finally SP4 is available also from this site:

http://usa.autodesk.com/adsk/servlet/ps/dl/index?siteID=123112&id=2334435&linkID=13140816

Regards,

[Romanich]

Hi Pawel!

After installing SP4 we found this issue:

http://screencast.com/t/5hFICcFXg

[TorgrimO]

When I try to install the x64 version I get the following error message: "The service pack could not be installed because the expected Autodesk product could not be located on your computer. Make sure that you are using the correct service pack for the product."

My Robot version is 26.0.3.4375 (x64)

[legar]

When I try to install the x64 version I get the following error message: "The service pack could not be installed because the expected Autodesk product could not be located on your computer. Make sure that you are using the correct service pack for the product."

My Robot version is 26.0.3.4375 (x64)

What version of SP4 did you download - for ARSA 2013 or for ARSA 2013 Pro?

[legar]

@ Romanich

Could you send a file - I can't reproduce your bug (Windows 7 x64 Polish).

I tried it on Polish interface of Robot and on Ukrainian inteface, and on differeent steel codes (including Russian SNiP as on Screencast) but for me it works OK.

Maybe this bug, is Windows version dependent?

[Rafal.Gaweda]

Unfortunately it depens on code selected. Polish , EC are OK.

We are cheking other codes.

[Pawel.Pulak]

Codes, for which the effect reported by Romanich is observed: SNiP II-23-81, BS5950:2000, BSK99, GB50017-2003

It is investigated - the post will be updated with latest news.

Regards,

[Romanich]

Thank you, Pawel. The same fatal error in 2014 version. When program not respond, in dialog I see that this is DEV version.

I downloaded this version from Subscription.

[Pawel.Pulak]

As concerns the issue concerning internal bracings, reported by Romanich, and concerning  some steel design codes (Russian SNIP II-23-81, Romanian STAS 10108/0-78, Japanese AIJ-ASD 05, Chinese GB50017-2003, British BS5950:2000, Swedish BSK99) it is fixed in HF5 to RSA  and RSAPro 2013 and in HF1 to RSAPro 2014.

These updates can be downloaded from this site:

http://usa.autodesk.com/adsk/servlet/ps/dl/index?siteID=123112&id=2334435&linkID=13140816#section5

These HotFixes contain also other corrections - details on download pages.

Best regards,

[Romanich]

This is a really HOT fix. Thanks!