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.

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

Revit, Dynamo ja häälkäsklused

Tarkvaragigandid on tegelenud virtuaalsete assistentide arendamisega juba tükk aega – Apple Siri, Amazon Alexa, Microsoft Cortana ja Google Assistant – räägivad inglise keeles ning aitavad leida meile vajalikke vastuseid. Nüüd on turule toodud ka spetsiaalsed tooted, mis lihtsustavad virtuaalse assistendiga suhtlemist ilma arvutit või nutitelefoni omamata. Amazon Echo oli esimene, sügisel on tulemas Apple kõlar.

Miks see peaks huvitama meid, insenere? Doug Snider näitab käed-vabad projekteerimist kasutades selleks Amazon Alexa virtuaalset asssitenti, Raspberry PI ja suvalise kõlari baasil ehitatud liidest ning Autodesk Revit ja Dynamo tarkvara.

Vau, eksole!

Hiljutine uudis annab lootust, et tulevikus saame küsimusi ja käsklusi edastada ning vastuseid saada Eesti keeles.

Vaheta vana püsilitsents rendilepingu vastu

Autodesk annab kuni 30% soodustust uue tarkvara kogumiku (Industry Collection) rendilepingule või kuni 20% soodustust uue toote rendilepingule, kui Sul on vastu anda Autodeski püsilitsents versiooniga R14-2017.
Uus renditav tarkvara ei pea olema täpselt sama, mis vana litsents, millest loobutakse. Aegunud püsilitsentsi asemel võib rentida kolmeks aastaks soodsamalt täiesti uue toote või tarkvara kogumiku (Industry Collection). Ainult LT püsilitsents vahetatakse LT grupi rendilitsentsi vastu.

* Aegunud püsilitsentsil peab olema katkenud Maintenance Plan ehk hooldusleping.
* Vana üksiklitsentsi võib vahetada Multi User rendilitsentsiks.
* Soodustuse saab 1- või 3-aastase rendilepingu vastu.
* Tellimuse hetkel tuleb anda aegunud püsilitsentsi seerianumber.
* Püsilitsents registreerida lehel www.autodesk.com/tradeinpromo
* Pärast tehingut aegunud püsilitsentsi enam kasutada ei saa.
* Vaata tingimusi Autodeski kampaania lehelt.
* Pakkumine kehtib 20. oktoobrini 2017.

Küsi pakkumist kaire@commuun.ee

Autodeski kampaania – üleminek rendilepingutele

Autodesk läheb aastal 2020 üle rendilepingutele. Sinna maani saavad püsilitsentside omanikud pikendada hoolduslepinguid. Hoolduslepingu hind tõuseb lähiaastatel 5% (2017 mai), 10% (2018) ja 20% (2019).
Alates juunist 2017 on võimalik enne kehtiva püsilitsentsi hoolduslepingu lõppu minna kampaania raames üle rendilepingule soodustusega ca 60%. Võimalik on soetada kuni 3-aastane rendileping.
* Kampaania algas juunis 2017.
* Peab olema kehtiv hooldusleping.
* Kampaania soodustust saab 1 kuni 3-aastasele rendilepingule.
* Pärast vahetust enam püsilitsentsi kasutada ei saa.

Mõisted:
* Maintenance Plan –  püsilitsentsi hooldusleping, litsentsi kasutusõigus on ostetud ja saab pikendada 1-aasta kaupa. Hoolduslepingu katkedes saab tarkvara viimast välja tulnud versiooni  kasutada. Kaob ära kodukasutuse ja eelnevate versioonide kasutamise õigus.
* Subscription leping – rendilitsentsi leping, mis töötab kuupäevast kuupäevani. Võimalik soetada 1-, 2- või 3-aastaks.

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

 

Kriitiline uuenduse info Autodeskilt

Tähelepanu, kui olete paigaldanud 2018.0.1 uuenduse oma AutoCAD tarkvarale, siis on vaja enne 1. juuni 2017 paigaldada uuendus 2018.0.2, mis parandab eelmise uuenduse kriitilise vea. Kui te ei paigalda teist uuendust enne antud kuupäeva, siis pärast seda kuupäeva tarkavara ei käivitu ja annab veateate Sorry, this pre-release has expired.
PS! Kui te ei ole paigaldanud uuendust 2018.0.1, siis teil pole põhjust midagi teha, sest peale 1. juunit 2017 töötab tarkvara edasi.

Konkreetne uuendus puudutab tarkvarasi:
AutoCAD® 2018
AutoCAD® Architecture 2018
AutoCAD® MEP 2018
AutoCAD® Mechanical 2018
AutoCAD® Electrical 2018
AutoCAD® Map 3D 2018
AutoCAD® Civil 3D® 2018
AutoCAD® Plant 3D 2018
Advance Steel 2018
AutoCAD LT 2018.0.2 uuendus puudutab ainult AutoCAD LT 2018 tarkvara.

Lähemalt saate lugeda 2018.0.2 uuenduse kohta siit.
Uundamise juhend: AutoCAD Critical Update Customer Communication May 2017

CADrina 2016 joonestusvõistlus õpilastele

Kadrina Keskkool korraldas seitsmendat aastat projekteerimistarkvara joonestusvõistluse CADrina.
Commuun OÜ eesotsas Valdar Tamminiga on koostanud viimasel viiel aastal võistlusülesande. CADrina 2016 võistlusülesanne oli mereteemaline – Vastutuulelaev. Võitjaks osutus Tallinna Tehnikakõrgkooli võistkond.
Kõigepealt toimus eelvõistlus ja seejärel finaal.
CADrina 2016 Eelvoistlus
Leia II vahetuse grootpurje ja III vahetuse paadi mudel, mis on vajalikud läbi ülesande tegemiseks.

CADrina 2016 Finaal

I vahetus – KNAAP

II vahetus – PELI

III vahetus – AHTERSTAAGI PLOKK

IV vahetus – GROOTSOODI PLOKK

CADrina 2016 võistluse video.