• Steffen Knoll
    Steffen Knoll in ProStructures > ProStructures Wiki (Deutsch):
    Import ProSteel DWG funktioniert nicht
      Produkt(e): ProSteel 3D Professional           Version(en): CONNECT Edition   Umgebung: Windows   Produktbereich: Allgemein Problem

    Nach dem Öffnen einer ProSteel DWG ist nur eine 2D Ansicht da und ProSteel Objekte fehlen.

    Problemlösung... Read more.
    • 39 minutes ago
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  • Stefanos Papavasileiou
    Stefanos Papavasileiou edited this:
    Kathryn Dompierre
    Kathryn Dompierre in GeoStudio | PLAXIS > GeoStudio | PLAXIS Wiki:
    License Issues - Finding the Correct System

    GeoStudio currently supports different licensing systems, which typically are defined either the first time the application opens or by going to the user profile in the top right corner of the GeoStudio window and selecting 'Change License System'. The...

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    • 1 month ago
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  • Dennis Waterman
    Dennis Waterman suggested an answer to this:
    Solveig Buscher
    Solveig Buscher asked a question in GeoStudio | PLAXIS > GeoStudio | PLAXIS Forum:
    HS Model - default stiffness parameters - reason

    Dear all,

    I've searched and didn't find anything regarding the default settings for the stiffness parameters in the hardening soil model.

    By default E_50 =E_oed and E_ur=3 E_50 is set. From my understanding, both conditions do not apply to every...

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    • 21 hours ago
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    • Dennis Waterman Dennis Waterman Suggested Answer

      Dear Solveig,

      As you already said, for sand a reasonable assumption is that E50 = Eoed,  Eur = 3*E50 and m = 0.5 and that is why those relations are used as the default (since most people use HS model for sands). 
      Of course if one has better data which are...

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      • 42 minutes ago
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  • Dennis Waterman
    Dennis Waterman suggested an answer to this:
    Muhasina Manjur Dola
    Muhasina Manjur Dola asked a question in GeoStudio | PLAXIS > GeoStudio | PLAXIS Forum:
    Lateral water loads not acting on PLATE above ground level

    Hello, I am trying to model two different water levels on each side of a plate. The plate extends above ground surface. The water levels are also above ground level. However, PLAXIS is not showing any lateral load from the water acting on the plate above...

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    • 9 hours ago
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    • Dennis Waterman Dennis Waterman Suggested Answer

      Dear Muhasina,

      Water loads on an external boundary are only due to the global water level and since a global water level is not allowed to have vertical sections it is not possible to draw a global water level with a jump in level where the plate is,...

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      • 45 minutes ago
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  • Dennis Waterman
    Dennis Waterman suggested an answer to this:
    xin Fang
    xin Fang asked a question in GeoStudio | PLAXIS > GeoStudio | PLAXIS Forum:
    Two surface loads on the same surface

    Hi,

    When I was applying surface loads to surfaces, I found that only one surface load is allowed on the same surface. I would like to know how to apply two different forms of loads on the same surface as shown in the following figure.

    • 8 hours ago
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    • Dennis Waterman Dennis Waterman Suggested Answer

      Dear xin Fang,

      It's not possible to apply 2 surface loads to the same surface. In the case you mention that is also not needed: you can use 1 surface load with a horizontal and vertical component.

      With kind regards,

      Dennis Waterman

      • 1 hour ago
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  • Kanjie Shi
    Kanjie Shi replied to this:
    云 陈
    云 陈 asked a question in Bentley 中国优先社区 > ◆ 建筑设计(OpenBuildings Designer / ABD,AES等):
    做门的时候开孔位置的位置有二个或者更多,为什么做成CELL剪切不了墙体

    做门的时候开孔位置的位置有二个或者更多,为什么做成CELL剪切不了墙体  后是没有显示构筑,红箭头是做了二个开孔机

    • 1 day ago
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    • 云 陈 云 陈 in reply to Kanjie Shi

      YNJT.cel百叶门1,剪切不了墙体

      Read more.
      • 2 hours ago
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    • Kanjie Shi Kanjie Shi

      您好 在最新版本中复现了您的问题 有可能是目前参数话组件“开孔机”的问题,

      我这边需要进一步确认和测试,如果确认是BUG,我将会将此问题提交国外产品团队,对此造成的困扰表示抱歉。

      • 1 hour ago
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  • Zeno Lippi
    Zeno Lippi suggested an answer to this:
    Christopher Howell
    Christopher Howell asked a question in MicroStation > MicroStation Forum:
    Reference Settings Not Saving with Save Settings

    I want to be able to leave my .dgn and not have reference settings save. In v8i I could toggle on "save settings to save changes" and toggle off "save settings on exit" under preferences. In MicroStation Connect I don't seem to have that option in my preferences...

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    • 13 hours ago
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    • Zeno Lippi Zeno Lippi Suggested Answer

      Hi Christopher,

      you can manage save setting options from MicroStation User Preferences.

      You may find the following wiki useful:

      https://communities.bentley.com/products/microstation/w/microstation__wiki/16932/auto-save-and-auto-save-settings 

      https://communities...

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      • 1 hour ago
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    • Carl Myhill Carl Myhill

      In addition another user also asked for "save settings to save changes" to be reinstated, for which outstanding Product Backlog Item (PBI#662460) was filed for Product Management / development review.

      Posting an Idea may also help, allowing other...

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      • 29 minutes ago
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  • Jason Quan
    Jason Quan replied to this:
    fuxing
    fuxing asked a question in Bentley 中国优先社区 > ◆ 二次开发(MicroStation编程, ProjectWise编程等):
    [ps c++] 刷新钢筋问题

      

    这个是删除钢筋的方法,但是删除完之后点刷新钢筋 又重新出现了原来已经删除的钢筋这种问题要怎么解决?

    • 8 days ago
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    • fuxing fuxing in reply to Runsong.Lin

      您好,我刷新钢筋使用的是proconcrete regenerate allbars 这个命令,删除钢筋是用的上面截图代码,如果用原生的删除工具得到的结果跟视频一致,想问下有删除钢筋相关的代码吗

      • 7 days ago
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    • Jason Quan Jason Quan in reply to fuxing

      您好,将钢筋隐藏起来不知是否满足您的需求。

      mdlElmdscr_setVisible(eeh.GetElementDescrP(), false);
      mdlElmdscr_rewrite(eeh.GetElementDescrP(), NULL, elementRef_getFilePos(eeh.GetElementRef()));

      • 1 hour ago
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  • Mukul Rakshit
    Mukul Rakshit suggested an answer to this:
    Aiman Anizan
    Aiman Anizan asked a question in MAXSURF | MOSES | SACS | OpenWindPower > MAXSURF | MOSES | SACS | OpenWindPower Forum:
    SACS SQlite did not produce data for JointCanSummaryUC, etc

    Hello everyone,

    I would like to ask if there are anyone know about my sqlite database did have data on certain tables after the analysis? is there any option or anything that trigger data not being produced?

    Thank you in advance!!!

    • 3 hours ago
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    • Mukul Rakshit Mukul Rakshit Suggested Answer

      Hello Aiman Anizan,

      Please see this article on how to work with SACS database report. Please note this feature is still under development and it is evident that some of the output results you might not be seeing at this moment. As our product team update...

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      • 1 hour ago
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  • Kees van Prooijen [Bentley]
    Kees van Prooijen [Bentley] suggested an answer to this:
    GIS newbie
    GIS newbie asked a question in OpenCities Map > OpenCities Map Forum:
    Register Oracle Spatial feature with leadered annotation

    Hi specialist,

    According to geo_example.xml, feature should be able to add annotation with leader line.  However, it cannot post the leader line to Oracle spatial.  Bentley Map (old version) should be able to post leader line to DB.  I wonder what steps...

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    • 7 hours ago
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    • Kees van Prooijen [Bentley] Kees van Prooijen [Bentley] Suggested Answer

      The example schema file geo_example.xml does not include spatial features. Spatial features have been registered and have a link with a spatial database.
      In the GSA, with a spatial feature and when you use "Insert Linear Placement Metadata" , there is...

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      • 1 hour ago
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  • Rahul Brijpuriya
    Rahul Brijpuriya asked a question in RAM | STAAD | ADINA > RAM | STAAD Forum:
    **ERROR: THE RAYLEIGH FREQUENCY 3.02972E-06 IS LESS THAN 0.00001 FOR LOAD 1

    **ERROR: THE RAYLEIGH FREQUENCY 3.02972E-06 IS LESS THAN 0.00001 FOR LOAD 1

    PCI SHED.STD

    Read more.
    • 1 hour ago
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    • Modestas Modestas Suggested Answer

      Change te first line in the input file from STAAD TRUSS to STAAD SPACE. Also, add the PERFROM ANALYSIS command after the Load Combinations.

      • 5 minutes ago
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  • Nadeem Eldhuieb
    Nadeem Eldhuieb replied to this:
    Vinh Khanh Luong
    Vinh Khanh Luong asked a question in iTwin Services > iTwin Services Forum:
    iTwins Visualisation for PowerBI

    Hi all,
    Just curious if the iTwins Visualisation for PowerBI is available to be used at all?
    I saw Bentley had the Data Connectors available to be used and it would be great to link the queried data with the iModels

    • 1 month ago
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    • Ron Seydler Ron Seydler

      iTwin Viewer for PowerBI can be requested from here - https://itwin-powerbi-viewer.netlify.app/

      • 1 month ago
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    • Nadeem Eldhuieb Nadeem Eldhuieb in reply to Ron Seydler

      the website is not working. power bi connector should be available from Bentley. Is any power BI connector available?

      • 2 hours ago
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  • Azhar Ali
    Azhar Ali replied to this:
    Azhar Ali
    Azhar Ali asked a question in GeoStudio | PLAXIS > GeoStudio | PLAXIS Forum:
    Input Parameter of Tie Rod?

    The Input Parameters for the Tie Rod in Plaxis-2D-Unit Weight & Axial Stiffness (EA), where E is the modulus of Steel - 210 GPa and area depends on the diameter of the Tie Rod. But how to input the Grade of Steel? Because different steel grade has different...

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    • 8 days ago
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    • Dennis Waterman Dennis Waterman Verified Answer

      Dear Azhar,

      I'm not sure what you exactly mean, you refer to PLAXIS 2D (I presume you mean PLAXIS FE 2D and not PLAXIS LE) but PLAXIS 2D doesn't have tie-rod elements. There are node-to-node anchors that are often used for modelling tie rods, but those...

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      • 8 days ago
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    • Azhar Ali Azhar Ali in reply to Dennis Waterman

      Noted. Thank you!

      • 2 hours ago
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  • Lidija Belcikova
    Lidija Belcikova edited this:
    Laisvune Valackaite
    Laisvune Valackaite in iTwin Services > Synchronization Wiki:
    Missing Data

    Here you will find an explanation and best practices for solving Missing Data related synchronization errors.  

    Category: Missing Data

    Missing data errors are a common issue in Synchronization. Understanding the missing data errors requires a knowledge of what...

    Read more.
    • 3 months ago
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  • Francina Goosen
    Francina Goosen in AssetWise ALIM > AssetWise ALIM - Wiki:
    Missing Community on SMC

    Product:

    Assetwise ALIM

     

    Version(s):

    All

    Environment:

    N/A

    Area:

    N/A

    Subarea:

    N/A

     

     

    Problem :

    User lost or deleted there Community from the SMC

    Solution:

    If the Community existed previously and was lost or deleted...

    Read more.
    • 2 hours ago
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  • Mohammed Fazoul Purayel Kudramal
    Mohammed Fazoul Purayel Kudramal asked a question in OpenFlows | Water Infrastructure > OpenFlows | Water Infrastructure Forum:
    Rise and fall of pressure graph

    I would like to ask in what problem does my model occur? a weird pressure  graph happening in time 10:00-20:00. please see the graph Thank you

    • 3 hours ago
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  • BEERU YADAV
    BEERU YADAV replied to this:
    BEERU YADAV
    BEERU YADAV asked a question in GeoStudio | PLAXIS > GeoStudio | PLAXIS Forum:
    Sub sea pipeline

    Dear sir,

            How to model anchors at the two ends of a pipe to fix it on the sea bed ?

           

    • 11 days ago
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    • BEERU YADAV BEERU YADAV in reply to Vasileios Basas

      Dear sir 

         I am attaching the sketch of my model. Here I have used fixed end anchor. I want to know that which one is the fixed end here...whether it is the point present inside the soil or the point where anchor is connected to the pipe. Here i have given...

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      • 3 hours ago
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    • BEERU YADAV BEERU YADAV in reply to Vasileios Basas

      Dear sir 

         Whether any movement or displacement is possible at a point where we model our fixed anchor point....i am attaching the figure of my model....and two-sides i have model to fixed anchors and due to 2000kN upward load i am getting 270 mm upwa...

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      • 3 hours ago
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  • Gina 12
    Gina 12 replied to this:
    Mohammad Albakri
    Mohammad Albakri asked a question in SYNCHRO Construction Solution > SYNCHRO Forum:
    Importing 3d Materials for Synchro 4d

    Hello, 

    I found one post that was helpful which has different kind of equipment that we can import to Synchro 4d pro however I could not find anything related to materials such soil, concrete...etc, It makes no sense to have animated excavator which is...

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    • 2 months ago
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    • Arpit Prakash Arpit Prakash

      Hello Mohammad, 

      Anything that you need to be animated will need to be a 3d geometry. You can create simple geometries in 4D Pro, but it's best to do so in dedicated modeling software. A lot of users create Sketchup models just for logistics, an have all...

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      • 2 months ago
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    • Gina 12 Gina 12

      To incorporate materials like soil and concrete into Synchro 4D Pro for a more realistic construction simulation, you typically need to define these materials within the software. Here are some general steps you can follow: Material Library: Check if...

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      • 3 hours ago
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  • Shreyanka Bhattacharjee
    Shreyanka Bhattacharjee replied to this:
    Parth Patel
    Parth Patel asked a question in RAM | STAAD | ADINA > RAM | STAAD Forum:
    com interface

    Exploring methods for background automation in STAAD.Pro via its COM interface, aiming to execute tasks without launching the graphical interface; seeking advice, examples, or references from the community.

    • 20 days ago
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    • Shreyanka Bhattacharjee Shreyanka Bhattacharjee

      OpenSTAAD functions works if only STAAD application or STAAD file is open. May I know what operations you want to do without launching the graphical interface?

      .

      • 3 hours ago
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  • Shreyanka Bhattacharjee
    Shreyanka Bhattacharjee suggested an answer to this:
    Luis Ariza
    Luis Ariza asked a question in RAM | STAAD | ADINA > RAM | STAAD Forum:
    Funcion de Open Staad para extraer tabla "Participation Factors" del Staad Pro y reescribirla en Excel con Visual Basic

    Hola,

    Estoy programando con VBA utilizando las funciones de Open Staad pero no consigo la manera de extraer la tabla "Participation Factors" para copiarla en Excel, ¿Cuá sería la funcion de Open Staad para realizar esta copia de datos?...

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    • 26 days ago
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    • Shreyanka Bhattacharjee Shreyanka Bhattacharjee Suggested Answer

      You can use function GetModalMassParticipationFactors to extract Mass Participation Factor for Each Mode

      Sample VBA code:

      'Get Modal Mass Participation Factors
      Sub ModalMassParticipationFactors()

      Dim varMode As Long
      Dim patX As Double
      Dim patY As D...

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      • 3 hours ago
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