Autodesk Robot Structural Analysis 2018 esimene Hotfix


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


  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.

ADAPT-Builder uus versioon

ADAPT-Builder is changing the game with a new version arriving this summer.

Builder’s unique and integrated workflow for building design includes the industry’s only single-model approach to global lateral and detailed slab design.

This 3D finite element solution allows you to directly design slabs for lateral frame action.

Features such as integrated column & wall design, a patented tributary load calculator, and multiple solution recall with many stiffness profiles makes it possible to save time and effort with the most powerful approach to concrete buildings available.

Loe täpsemalt siit

Sofistik Reinforcement Detailing 2018

Uus versioon on väljas ja leitav Autodesk App Store‘st.

  • Kui sul on kehtiv Autodesk Appstore litsents, siis saad kohe alla laadida uue versiooni.
  • Kui sul on aga WIBU Codemeter litsents, siis lae alla proovi versioon.  Lisaks on on vaja uuendada litsents, kasutades SOFiSITiK Licence Manager’i.

Täpsema info tarkvara võimaluste kohta leiad kodulehelt.

Sofistik Reinforcement Detailing 2018 töötab ainult koos Revit 2018 versiooniga.

What’s New in RCD 2018

  • Copy Reinforcement with all annotations, details, dimensions and related views
  • Customizable Reinforcement Schedule (docx output)
  • Partial Shape Details to represent only the selected set instead of the whole mark
  • Annotation for rebar set with free form distribution path
  • Special layout rules (UK) (Alternate bars, Alternate Staggered, Alternate Variable)
  • New Annotation style for segmented rebar set layouts
  • Info Center to understand, find and resolve warnings
  • Isolate tools to find rebars without shape – or rebar set details
  • Shape Images according set standard (EN, BS or SANS) for Revit schedules
  • Linear Spacer annotation object which will be considered in schedules
  • Stretch/Trim tool for selected line(s)
  • From Line tool to create free form reinforcement from selected line(s)
  • Stagger enhancement to differ between 4 modes
  • Diverse
    • Sort order for marks > new criteria according > Layer
    • New sheet parameter for largest rebar/fabric mark
    • Ortho mode (shift) for Shape Detail
    • Option to consider Stock length for Running Length marks
    • Layer tool support for rebar couplers
    • Tip of the day and Contextual help


Revit IFC update

IFC2x3IFC formaati peetakse oluliseks ehitusmudelite andmevahetuse formaadiks, et teha ehitusinfomudelid tarkvara tootjatest sõltumatuks. Revitil on sisseehitatud IFC import/export liides, kuid on olemas ka vabavaraline projekt. Hiljuti sai Revitist ainus tarkvara, mis omab IFC 2×3 formaadi kõiki alamsertifikaate: arhitektuurne, konstruktiivne ja tehnosüsteemne (MEP).
Käimas on uusima IFC 4 (valmis märtsis 2013) standardile vastava liidese programmeerimine ning esimene versioon sellest on juba saadaval. Seega on Revit ka esimene tarkvara, mis omab elementaartasandil IFC 4 tuge. 

Värskendus: Revit 2014 esimene hoolduspakett (SP1)

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Autodesk on väljastanud värskenduse Revitile.

Täpsem info ja failid vastava toote lehelt:
Revit 2014 Update Release 1
Revit Architecture 2014 Update Release 1
Revit Structure 2014 Update Release 1
Revit MEP 2014 Update Release 1
Revit LT 2014 Update Release 1

NB! Installeerimise käigus võidakse küsida ka algset installeerimise meediat.

Soovitame värskenduse paigaldada esimesel võimalusel.

Mida uut Revit 2014? Valiku parameetrid

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Nüüd on sul võimalik valida kas saad või ei saa valida vaatel lingitud (link) elemente, aluse (underlay) elemente ja kinnitatud (pinned) elemente. Sellele lisaks saad otsustada kas valida elemente pinna (face) või pigem serva (edge) järgi mudelis. Lisaks saab nüüd välja lülitada elementide liigutamise ilma seda eelnevalt valimata. See valik tekitas koolitustel paksu pahandust. On ju hea kui joonise vaatlemisel (eriti kasutades käsku „pan”) ei ole võimalik kogemata elemente liigutada.

Nende valikute tegemiseks kliki tööriista lindil (ribbon) nupu „Modify” all nuppu „Select” et rippmenüü nähtavale tuua.
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Kiirem meetod on klikkida ikoone käsureal (Status Bar) vasakul alumises nurgas. Samuti on seal ülevaade aktiivsetest valikutest.

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Mida uut Revit 2014? Uus perekonna (family) mall.

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Revit 2014 versiooniga tuli kaasa uus perekonna (family) mall „Metric Generic Model two level based.rtf“.
Ehk siis „Generic model“ perekonda kuuluv element mida on võimalik siduda kahe horisontaalse töötasapinnaga (level). Ning sarnaselt postiga on sel elemendil parameetrid „Base Offset“ ja „Top offset“.
Kui tahad sellest perekonnast rohkem teada, siis tule REVIT Structure jätkukursusele.

Mida uut Revit 2014? Topeltklõps

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Revit 2014 versioonis saab muuta hiire topeltklõpsu käitumist.
Revit 2013 versioonis oli väga lihtne sattuda projekti failist kogemata „Family editor” keskkonda. Vähemalt koolitustel tekitas see palju segadust.

Nüüd saab muuta topeltklõpsu käitumist. Variandid on:
1. Ei tehta üldse midagi – see valik ei ole just kõige ergonoomilisem
2. Avatakse family editor – ehk siis nagu revit 2013
3. Avatakse „edit type” dialoog aken – see mulle täitsa meeldib ja tundub ka loogiline.
Nagu pildilt näha, saab muuta ka topeltklõpsu käitumist ka muude elementide puhul. Näiteks kui teed vahelaeplaadil topeltklõpsu on see sama kui vajutaksid nuppu „Edit Boundary”

Topeltklõpsu käitumise seaded leiad valides menüüst(suur R täht vasakul üleval nurgas) “Options” ja sealt edasi nagu järgneval pildil.

Vihje: „Edit family” leiad parema hiire nupu alt.