Autodesk Robot Structural Analysis Professional 2010
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Author: yecky
Last Post: Trishu999
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Autodesk Robot Structural Analysis Professional 2010
#1
Autodesk® Robot™ Structural Analysis Professional software provides a scalable, country-specific analysis solution for the structural engineer to analyze many types of structures, including buildings, bridges, civil, and specialty structures.

Autodesk Robot Structural Analysis Professional calculates a wide variety of structures with a comprehensive collection of design codes, delivering results in minutes, not hours. This structural engineering software is versatile enough for simple frame or complex finite element analysis, steel and reinforced concrete design and offers seamless interoperability with other Autodesk structural engineering products or third-party applications.
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Installation:
1. extract - burn - mount
2. install (use the serial)
3. replace original .dll with the cracked
one IN:
*:\Program Files\Autodesk\Autodesk Robot Structural Analysis 2010\SYSTEM\EXE
Your license is eligible for subscription services at no extra cost.
:)
4. Enjoy! :)
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#2
(04-27-2009, 07:58 AM)schiboub Wrote: hello my friend, there is not the part16.

here's the link for part 16.
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just rename it after the download then extract.
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#3
Autodesk Robot Structural Analysis Professional 2010 Multilingual x86 DVD

[Image: 000ca550_medium.png]

info:
Autodesk Robot Structural Analysis Professional 2010

Autodesk Robot Structural Analysis Professional software provides a scalable, country-specific analysis solution for the structural engineer to analyze many types of structures, including buildings, bridges, civil, and specialty structures. Autodesk Robot Structural Analysis Professional calculates a wide variety of structures with a comprehensive collection of design codes, delivering results in minutes, not hours. This structural engineering software is versatile enough for simple frame or complex finite element analysis, steel and reinforced concrete design and offers seamless interoperability with other Autodesk structural engineering products or third-party applications.



Download:
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#4
[Image: Mediafirecom.gif]
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Link is never died.
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#5
I forget password to download, And I update now:
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#6
In verison Robobat Structure 2010, it doesn't contain Spreadsheets Calculator Extension.
But you can download and install it with these links:
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Have fun and regard
timosi
1.Follows the rules
2.Use "Search" before posting
3.Post in the correct sections
4.Do not spam
5.Respect the other members
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#7
Autodesk.Robot.Structural.ysis.Professional.2010.M ultili

info:
dear friends

enjoy...


Download Links:

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Generate By Civilea PostGen V1.3
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#8
You can download this software from AUTODESK OFFICIAL website, its the same just apply the crack. Just enter your details and you will be given the download link

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Proud Member of Best Civil Engineering Forum since May 2009
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#9
For users of Autodesk Robot Structural Analysis Professional 2010. I supose this is the end of this version and maybe soon Autodesk will release a new version. In Autodesk site you can find and download all the service packs - rsa2010_hf1.exe, rsa2010_sp2.exe, rsa2010_sp3.exe, RSA2010_HF4.exe, stopservicehotfix.exe. The last one is for stoping the software to search for new updates but the others are service packs. Unfortunately they are not cumulative and must be applied from the first to the last.

Service Pack SP2 Enhancement List

This Service Pack corrects the following issues:
General:
 Centurion 1.1 Maintenance Release #1 has been included (problems with network licensing have been fixed).
 Problem with side-by-side Autodesk Robot software and AutoCAD® Structural Detailing 2010 software installation/un-installation has been fixed.
 Multiple round-tripping Revit® Extensions for Autodesk® Revit® Structure 2010 link while using reinforcement transfer has been enabled.
 Filtering in Inspector dialog box for objects and selections has been fixed.
 Positions of text (attributes/maps/values descriptions) have been fixed.
Model definition:
 Entering points in the Section definition module (after contour deletion) has been fixed.
 Definition of story base level of a nonzero Z position has been enabled.
 Unjustified modification of lists in load tables has been fixed.
Analysis:
 Load to mass conversion errors have been fixed.
 Mass eccentricity definition using the Add/subtract nodal masses option has been corrected.
 Mass eccentricity definition method has been fixed for modal analysis with automatic definition of seismic cases.
 Mass eccentricities are now taken into account when not all dynamical directions are active in the Simplified approach (that is load to mass conversion is not performed on all directions).
 Problems encountered during dynamic/seismic analysis for larger models (more than 30,000 nodes) have been corrected.
 Calculations of mass moments of inertia for rigid diaphragms have been corrected.
 Seismic analysis according to UNI EN 1998-1:2005 for the ground type E or envelope has been corrected.
Results:
 Incorrect diagrams for footfall analysis results have been corrected.
 Lack of and unjustified low deflections for parts of cracked slabs have been fixed.
 Default (normalized) size of diagrams for British regional settings has been fixed.
 Presentation of result maps, when working with background plans, has been fixed.
Steel design:
 Wrong plastic modulus calculations for beams of unsymmetrical box shape have been fixed.
 EC3 section class calculation method for double-I profiles has been changed as proposed by CTICM Institute.
 Abnormalities in steel connections definition dialog behavior, changing connection types, and connection generation have been fixed both in structure definition and stand-alone modules.
Timber design:
 Fire resistance for columns according to CB71 has been fixed.
Concrete design:
 Unjustified stop in slab deflection calculations has been fixed.
 Behavior of control for slab reinforcing against cracking for SNIP code has been fixed
 Transferring a set of panels to provided reinforcement layout has been enabled.
 Slab punching reinforcement calculation according to Eurocode has been corrected.
 Self weight participation in reduced shear force calculation for beams according to BAEL code has been fixed.
 Calculations of spread footing depth for punching requirements according to BAEL code have been fixed.

Service Pack SP3 Enhancement List
This service pack corrects the following issues :

General
 Errors in saving results of quadratic combinations and in collecting phases for large projects have been corrected.
 Error in auto-saving a file during print previewing has been fixed.
Model Definition
 Kirchhoff’s modulus G for timber members now displays the correct value.
 Wind load generation based on the NV65 for frames with intermediate columns has been corrected.
 CM66 load combinations are now generated correctly.
 Imperfection generation, defined in the local coordinates system of inclined bars, now functions correctly.
 Divergent transmission of the cladding elements’ loads to the edges on which the linear releases were defined has been corrected.
Analysis
 Application of preferred mass matrix settings during definition of the footfall analysis load case has been fixed.
 The load-to-mass conversion option for the footfall analysis has been activated.
 An error in the weighting of footfall analysis results when using the Wb weighting in the SCI method has been fixed.
 Unnecessary increase of mode numbers in the Sturm’s check for models with deactivated mass directions has been fixed.
 Random error in the seismic analysis with the base shear activated has been fixed.
Results
 Bar maps no longer display for bars that have not been loaded.
 Display of finite element stress map is now optimized when the modal quadratic combinations are saved with results.
Steel Connections Design
Dialog behavior:
 Application of the currently working language settings during the display of Help for the connections’ dialogs has been fixed.
 Opening and saving a beam-to-beam connection using the endplates both function correctly.
 Unjustified change of the bolts row no longer occurs when the lower bracket for the frame knee is removed, and the beam-to-column connections have been fixed.
 Recognition of a beam cut in a beam-to-beam connection has been fixed.
 The undefined “Beam length for calculations” data has been corrected.
Connection definition:
 Problems with the import of tapered sections and their connection definitions have been fixed.
 Gusset plates are now generated correctly.
 Plates of sizes different from the beam-to-beam connection dialog data are now generated correctly.
 Fixed column base definition has been corrected.
 Stiffeners for the fixed column connections of columns made from hollow sections are now generated correctly.
 Distance between bolts in gussets and endplates is now recognized correctly.
 Excessive warnings about undefined stiffeners in the truss node connection are no longer generated.
Connection verification:
 Calculation of the rotational stiffness Sj,ini for beam-to-column and beam-to-beam connections has been fixed.
 EC3 beam-to-column connection with the endplate is now correctly checked.
 CM66 truss node connections are now correctly checked.
 Calculation of the effective width for the overlapping diagonal in truss tube connections has been fixed.
 Verification of the CM66 column base connections has been corrected.
 Stiffness calculation of the EC3 frame knee connection has been fixed.
 Endplate stiffness calculation of the EC3 beam-to-beam connection has been corrected.
 Efficiency ratio calculation for the truss connection using brackets has been corrected.
Steel Members Design
 Information on the code check tab (always related to the first verified member) has been corrected.
 Consideration of moving loads in the calculations has been fixed.
 Wrong internal forces for the tension-only members in the nonlinear analysis have been corrected.
 Correct steel strength values are now used for the Australian standard AS4100 (steels 400P&F t=12-20 mm and 450P&F t=32-50 mm).
 The I sections in pure compression for small compression forces are now classified correctly for the EN 1993-1-1 standard calculation.
 Lack of the yield strength reduction for increasing element thickness based on the Danish annex to the EC3 has been corrected.
 The proper formula for bidirectional bending code check based on the EC3 is now used.
 Default structure type as sway for the calculation of buckling parameters based on the EC3 has been fixed.
 Manual changes of the material coefficients for calculations based on the EC3 are now properly considered.
 Selection controls in the Indian Standard calculation methods’ dialog box are now active.
 The lateral buckling C1 value based on the Spanish code SE-A:2006 is now calculated correctly.
 The “c” coefficient for the SNIP code design is now calculated correctly.
Timber Design
 Incorrect information on the code check tab (always related to the first verified member) has been corrected.
Concrete Design
 Unnecessary display of “No error” no longer occurs when a project containing stirrups with pins is opened.
 Loss of information about the “cage method” based on the BAEL anchorage reinforcement pattern has been fixed.
 Calculation of beams with openings based on the BAEL code has been fixed.
 Change of results after the sequential calculations has been corrected.
 Collision of the top reinforcement bars in beams has been fixed.
 Selection of bars on the General tab of the reinforcement table now functions correctly.
 Wrong stamp sizes in the drawing tables have been corrected.
 Incorrect symbols of the closed stirrups have been fixed.
 Lack of information about the generated combinations based on ACI wall design has been fixed.
 The value of the reduction strength factor based on ACI wall design is now correct.
 Unjustifiably large value of the required reinforcement based on the BAEL slabs has been fixed.
 Very slow import from the Autodesk Robot software real reinforcement module has been corrected.
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#10
Post #4 Mediafire 6/17 RAR file missing. Could someone help me on this???
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