Autodesk Robot Structural Analysis 2018 esimene Hotfix

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“Autodesk Desktop App” peaks seda sulle pakkuma aga alla võid laadida ka siit.

Mudatused:

General
  1. Job Preferences: the issue related to the material database becoming corrupted after saving material from a model has been fixed.
  2. API (COM): the disabled Thickness check box in the Material Orthotropy Panel Thickness Type dialog has been enabled to allow automatic calculation of thickness values.
  3. The issue related to creating correct panels from the selection of finite elements has been fixed.
  4. A crash while opening RTD files with a linked DWG background and importing *.DWG files has been removed.
  5. A crash caused by setting the SLS:CHR combination type and occurring when opening the Manual Combinations dialog has been removed.
  6. A crash while importing a DXF file in the Section Builder has been removed.
Model Definition
  1. The issue with rotation fields greyed out in the Imposed Displacement dialog has been fixed.
  2. Snow/Wind Loads – Eurocode 1: the issue with Cpi coefficient for structures with dominant face not being included in the calculation note has been fixed.
Analysis and Results
  1. Results: incorrect numbers of panels displayed in the Reduced results for panels tables have been fixed.
  2. Results: incorrect values of the KZ reactions in the diagram legend have been fixed.
  3. Results of Seismic analysis (Equivalent Lateral Force Method) – ASCE 7-10 / IBC 2012: incorrect values of Fa and Fv coefficients for the seismic analysis (equivalent lateral force method) have been fixed.
  4. Results: incorrect display of exponent numbers for Footfall Analysis and Time History Analysis has been fixed.
  5. Stories table: incorrect displacement values at the column base: min UX and min UY displayed in tables and building diagrams have been fixed.
  6. NBCC 2010: the issue which resulted in defined parameters for equivalent static analysis being incorrectly recognized as not compliant with the code has been fixed.
Steel Connections Design
  1. Tube truss node connection – EN 1993-1-8:2005/NA:2007/AC:2009: the issue related to a g 2 value being incorrectly applied after clicking Apply or OK buttons directly after entering a new value in the g 2 field has been fixed.
  2. Splice connection – EN 1993-1-8:2005/AC:2009: the issue related to an incorrect area of a tapered box profile has been fixed.
  3. Beam-to-column with end plate (Frame Knee) connection – EN 1993-1-8:2005/NA:2007/AC:2009: the issue which resulted in creating a new bracket instead of modifying an already existing one has been fixed. The related issue with incorrectly swapped values of bracket web thickness and bracket flange thickness in the newly created bracket has been fixed too.
  4. Column-beam (two-sided) connection – NF EN 1993-1-8:2005/NA:2007/AC:2009: the issue with left side bolts being reset to defaults after calculation has been fixed.
  5. Tube truss node connection: the issue related to incorrect geometrical verification in direction of overlapping diagonals has been fixed.
  6. All steel connections: an incorrect design for code combinations with a number of components exceeding 32 000 has been fixed.
  7. Fixed column base: the distance between flanges when no stiffeners were defined has been corrected.
Steel and Timber Members Design
  1. Steel Design – ANSI/AISC 360-10: the issue related to the verification of ductility limits for moderately ductile columns has been fixed.
  2. Steel Design – NBN EN 1993-1:2005/ANB:2010/A1:2014: the issue related to the use of an incorrect method for LTB (lateral buckling) verification despite the code change has been fixed.
  3. Steel Design – EC3: stability verification for DS EN has been corrected.
  4. Steel Design – EC3: the incorrectly displayed value of Lam_T relative slenderness for the torsional buckling calculation note has been corrected.
  5. Steel Design: the issue in which the verification of a superbar built from different profiles was performed for an incorrect cross section has been fixed.
  6. Steel Design – EC3: calculations of maximal temperature values in relation to Z axis for cross section types have been adjusted.
  7. Steel Design – NF EN 1993-1-1:2005/NA:2013/A1:2014: an incorrect value of C1 for auto load type has been corrected.
  8. Steel Design – SFS-EN 1993-1:2005/NA:2007/A1:2014: the issue related to incorrect verification of the von Mises stresses for I sections has been fixed. The problem was caused by the lack of von Mises stress verification at the ends of flanges.
  9. Steel Design – SFS-EN 1993-1:2005/NA:2007/A1:2014: the issue related to incorrectly calculated interaction coefficient has been fixed.
  10. Steel Design – PN-EN 1993-1:2006/NA:2010/A1:2014: the issue related to the verification for bi-axial bending where no axial force was applied has been fixed.
  11. Steel Design – SE-A:2006: an incorrect value of the reduction factor returned when calculating the web stability under concentrated forces has been fixed.
  12. Timber Design – NF EN 1995-1-1: the issue related to an incorrect material Beta c coefficient used for a timber member type other than Timber column has been fixed.
RC Members Design

RC Beams

  1. A crash during calculations of reinforcement has been removed.
  2. NF EN 1992-1-1/NA:2007: the issue related to the spacing of pins for anti-shrinkage reinforcement according to the BAEL code has been fixed.
  3. The issue related to importing the beam from the model with large dz (offset) value has been fixed.

RC Columns

  1. EN 1992-1-1:2004 AC:2008: the names of eccentricities in the calculation note have been corrected.
  2. The issue related to incorrect verification of column size for drift sensitivity coefficient during the reinforcement calculations has been fixed.
  3. The issue related to incorrect fire verification (incorrect Rs value) with missing provisions for maximal bar spacing has been fixed.
  4. A crash while attempting to open drawings from the RC Component Inspector has been removed.

Autodesk React – Robotile Ribamenüü

Eks meile kõigile on teinud muret asjaolu, et Autodesk ei ole juba aastaid Robot Structural Analysis tarkvarale sisulisi uuendusi välja andnud. Eelmisel nädalal ilmutati Autodeski laborist uue nimega katsetoode – Autodesk React Structures.

Me tõmbasime selle alla, paigaldasime, proovisime ning tuvastasime, et ei ole mõtet oma aega kulutada. Kuigi Autodesk soovib tagasisidet, siis hetkel ei ole midagi sellist, millele tagasisidet anda. React on Robot, millelt on ära võetud kõik dimensioneerimise moodulid ning kasutajaliidesele on lisatud Ribbon. Tekib küsimus, miks ei ole suvatsetud seda Ribbonit varem Robotile külge keevitada!? Miks just nüüd on käes aeg konstruktsioonide projekteerimist ümbermõtestada?

Tegemist on laboratooriumi projektiga ja alles esimese väljalaskega. Loodame, et järgmine väljalase sisaldab juba ka sisulisi uuendusi BIM töövoo osas, mida reklaamlausetega lubatakse. Kliendi seisukohalt tekib küsimus, et kas React on siis päris uus toode ja kui on, mis saab siis Robotist? Meie tahame ka teada. Praegu on meie reaktsioon kerge pettumus.

Autodesk Robot Structural Analysis Professional 2014 värskendus SP1

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Esimene värskendus 2014 versioonile. Hetkel saab seda allalaadida ainult läbi Roboti LiveUpdate (vaata järgnevat pilti).
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Avaneb järgnev lehekülg, kus tuleb vajutada “update”.
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Kui see ei õnnestu siis võid värskendused leida ka alljärgnevatelt linkidelt:
rsapro2014_x64_sp1.exe
rsapro2014_x86_sp1.exe

Soovitame värskenduse paigaladada esimesel võimalsuel.

Selle värskendusega tehakse järmised parandused:

General
1. Launching the help from the ‘Calculation Manager’ and ‘Delete prepared results’ tools have been fixed.
2. Display of castellated and other special section shapes has been reestablished.
3. Display of tables and steel design notes created by the ‘Frame generator’ has been fixed.
4. Opening of damaged examples (RTD files) has been improved.
5. Import of SDNF files and data from the Autodesk® Inventor® software has been fixed.
6. The random crash observed during bar selection has been fixed.
Model Definition
1. Material assignment for panels defined as ACIS objects has been fixed.
2. Inversion of bracket position and tapered bar slope by the ‘Local Bar Direction…’ command has been removed.
3. Influence of the ‘Detailed correct’ command on rectangle panels (walls) has been fixed.
4. Excessive duplication of bar nodal load when translating a bar along its length has been corrected.
5. Applying linear loads to edges without warnings has been fixed.
6. Potential deletion of nodal loads in structures with shell elements for which no loads (not even self-weight) have been defined has been corrected.
7. Disappearing of tributary areas during the analysis has been fixed.
8. Forcing the division number while defining Coon’s mesh has been fixed.
9. Generation of incorrect rigid links for diaphragms with zero material density has been fixed.
10. Unimportant circular references inside meshes are no longer reported.
11. Unusual slowdown of the model verification has been fixed.
12. Fault operation of the Section Definition module for highly complex sections has been fixed.
13. Display of automatic combination load types has been fixed.
14. Generation of wind loads of undefined value for EN 1991-1-3/4:2005 has been fixed.
15. Fatal error observed during modification of the wind load coefficients for NV65 02/09 has been fixed.
Analysis and Results
1. Freezing the analysis run by ‘Calculation Restart…’ option has been corrected.
2. Display of instability warnings when calculation errors appear has been fixed.
3. The spectrum used in Chilean seismic calculation has been corrected.
4. Disregarding density in modal analysis for claddings or diaphragms without FE meshes has been fixed.
5. Results for 3D models with rotated supports defined by nodes/points (not defined by rotation angles) have been fixed.
6. Taking into account importance class for the horizontal spectrums seismic analysis according to the French Eurocode (NF EN 1998-1/NA:2007 19.juil.2011) has been fixed.
7. Generation of equivalent lateral forces on the highest floor only during a simplified seismic analysis has been corrected.
8. Display of the core wall diagram for stories without masses has been fixed.
9. Inactive dialog controls for displaying reduced forces maps on bars have been removed.
Steel Connections Design
1. Accidental change of the anchorage bolt diameter for the column base has been fixed.
2. Tube connection chord resistance verification for CHS sections has been corrected.
Steel Members Design
1. Steel member internal bracings definition for some codes (SNiP II-23-81, BS5950:2000, BSK99, GB50017-2003) has been fixed.
2. ANSI AISC 360-05: lack of seismic dispositions verifications for manually defined seismic cases and combinations has been fixed.
3. AS4100: undefined result value of the stability check has been fixed.
4. BS EN 1993-1: yield strength values which were previously taken from the general Eurocode are now taken from the British national application.
5. EN 1993-1:2005/AC:2009: k_zy coefficient zero value for not bi-symmetric sections has been replaced by the value calculated according to Table B.2 of Annex B.
6. EC3 (all brands): elastic analysis for sections of class 2 has been fixed.
Timber Members Design
1. NF EN 1995-1:2005/NA:2010: the French version of the Eurocode timber design code (if version 2013 of the software is present) has been unlocked.
R/C Members Design
1. Crash observed while inserting summary table to drawings has been fixed.
2. Overlapping texts on drawing exported to DXF have been corrected.
3. Elements disappearing from the inspector window when re-exporting to the RC modules have been fixed.
4. Crash observed in RC beam design has been fixed.
5. Beam rebar placed in the middle of span is now extended instead of being hooked.
6. Column stirrup arrangement option has been fixed
7. Import of manual combinations for RC column design has been unlocked.
8. Crash observed while trying to add a Continuous Footing view has been locked.
9. The extremely slow import of panels with defined load combinations has been fixed.
10. Memory errors occurring during required reinforcement of slab calculation have been fixed.

Mida uut ARSA 2014? Mcr

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Väike aga oluline värskendus. Autodesk Robot Structural Analysis (ARSA) lähtub teraskonstruktsioonide kandevõime kiive arvutustel elastusteooria kohase kriitilise paindemomendi määramisel nn „vanadest” tabelitest ning valik oli suhteliselt piiratud.
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Nüüd saab ise määrata elastse kriitlise paindemomendi kiivel, leides selle kas täpsemate tabelite või mõne muu täpsema programmiga.
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Tänu sellele saame täpsemalt hinnata konstruktsiooni käitumist ning pakkuda optimaalsemat lahendust.

Autodesk Robot Strcutural Analysis 2013 kiirparandus HF5

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See paik parandab mõningad vead, mis seotud teraskonstruktsioonide arvutusega ning arvutusmudeliga.
Täpsem info Autodeski kodulehel RSA/RSAPRO 2013 SP4 Hot Fix HF5

Vali vastavalt oma op.süsteemile õige paik:
RSA2013SP4_HF32_bit.exe (exe – 3755Kb)
RSA2013SP4_HF64_bit.exe (exe – 4115Kb)

Eelnevalt peaks olema installeeritud ka SP4
Service Pack 4 for Autodesk Robot Structural Analysis Professional 2013
Service Pack 4 for Autodesk Robot Structural Analysis 2013

Soovitame värskenduse paigaldada esimesel võimalusel.

Värskendus : Autodesk Robot Structural Analysis 2013 SP3 (Pro)

Täpsem värskenduste kirjeldus asub siin Readme (htm – 47Kb).

 

Vali oma vastavalt oma op.süsteemile õige paik :

ARSA 2013 Pro

RSAPRO2013_x86_SP3.exe (exe – 45858Kb)

RSAPRO2013_X64_SP3.exe (exe – 64782Kb)

 

ARSA 2013

RSA2013_x86_SP3.exe (exe – 45858Kb)

RSA2013_X64_SP3.exe (exe – 64782Kb)

 

SP3 sisaldab värskendusi SP1 ja SP2 ja selle võib installeerida otse ilma et varasemad värskendused oleks installeeritud. Installeerimisel peaks olema käepärast ka algne installerimis meedium.

Soovitame värskenduse paigaldada esimesel võimalusel.

 

 

Robot Structural 2013

Autodesk Robot Structural Analysis 2013Eelmisest nädalast on saadaval Autodesk Robot Structural Analysis Professional 2013.

Kes veel ei tea, siis sellest aastast ei saada Autodesk enam klientidele uusi tarkvara versioone füüsiliste pakenditena, kui klient ei ole selleks ekstra soovi avaldanud. Seega tuleb tarkvara ise alla laadida. Meie laadisime selle alla ja piilusime sisse.

Robot 2013 ei sisalda uuendusi, mida võiks iseseisvalt pidada märkimisväärseks. Nagu ka 2012 versioonis, puuduvad vaikimisi eestikeelsed väljundid ja meie kohalikud seaded. Küll on ära parandatud viga, mis 2012 versioonil paljusid kasutajaid häiris – kuna seadistus oli algselt puudulik, siis ei leidnud Robot ka vajalikke andmebaase.

Eestikeelsed väljundid saab aktiveerida samal moel, nagu vihjasime 2012 versiooni kohta. Samas tuleb arvestada, et eestikeelset tõlget ei ole täiendatud, ega parandatud! Normide osa seadistus tuleb nagunii igaühel ise teha.

Olulisim uuendus on seotud Revit Structure 2013 andmevahetusega. Kuna Revitis on lisatud analüütiliste elementide kirjeldusi, siis on mudeli edastamine Robotisse täpsem. Kuigi Revitile on saadaval lisavõimalusena ka Robot pilveteenus – Autodesk 360 Structural Analysis for Autodesk Revit – siis detailsete analüüside tegemiseks jääb ikkagi vajadus arvutusmudel inseneri poolt üle seadistada.

Kui teil ei ole plaanis kohe üle minna uuema Reviti kasutusele, siis ei ole väga sügavat põhjust ka uut Robotit kohe kasutusele võtta. Kas aga uut Revitit kasutusele võtta, on juba omaette lugu…

 


Autodesk Robot Structural Analysis viies hoolduspakett (SP5)

Hoodluspakett parandab ära terasposti alusplaadi arvutuse. Hoolduspaketi paranduste ja uuenduste täpsema kirjelduse leiad siit Readme (htm – 44Kb)

Failid leiad siit:(Vali oma operatsioonisüsteemile (32 või 64bitine) sobiv paik)
Autodesk Robot Structural Analysis 2012 Professional 2012
rsapro2012_x86_sp5.exe (exe – 59629Kb)
rsapro2012_x64_sp5.exe (exe – 77391Kb)

Autodesk Robot Structural Analysis 2012
rsa2012_x86_sp5.exe (exe – 59860Kb)
rsa2012_x64_sp5.exe (exe – 77621Kb)

SP5 sisaldab ka hoolduspaketteSP4, SP3 ,SP2 ja  SP1, seega pole neid vaja eraldi installeerida.

 

Soovitame uuenduse paigaldada esimesel võimalusel.

Autodesk Robot Structural Analysis neljas hoolduspakett (SP4)

Hoolduspaketi paranduste ja uuenduste täpsema kirjelduse leiad siit Readme (htm – 44Kb)

Failid leiad siit:(Vali oma operatsioonisüsteemile (32 või 64bitine) sobiv paik)
Autodesk Robot Structural Analysis 2012 Professional 2012
rsapro2012_x86_sp4.exe (exe – 56635Kb)
rsapro2012_x64_sp4.exe (exe – 74461Kb)

Autodesk Robot Structural Analysis 2012
rsa2012_x86_sp4.exe (exe – 56869Kb)
rsa2012_x64_sp4.exe (exe – 74694Kb)

SP4 sisaldab ka SP3’e ,SP2’te ja  SP1’te, seega pole neid vaja eraldi installeerida.

 

64bitise op. süsteemi puhul tuleks lisaks installeerida teine kiirparandus(HF2).
robot2012_hf2_missing_x64_com_class.msi (msi – 602Kb)

Soovitame uuenduse paigaldada esimesel võimalusel.