• Jan Šlegr
    Jan Šlegr suggested an answer to this:
    JAYAKUMAR KAMALAKANNAN
    JAYAKUMAR KAMALAKANNAN asked a question in Developers and Programming > Developers and Programming Forum:
    Failed to read element using fence option

    Hi,

    We are using Microstation v8 version (08.05.01.25) in our company over past 15 years and we build lot of generic tools using MicroStation VBA in order to support the production team.

    Among the generic tools we have one tool to trim the line which...

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    • 2 hours ago
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    • Jan Šlegr Jan Šlegr Suggested Answer

      Hi,

      please be aware you use wrong forum: This is general Developers and Programming forum, but your question is about plain MicroStation (VBA is not important in this case, because the issue exists also when normal tools are used). So I recommend to move...

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      • 1 hour ago
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  • Sudip Narayan Choudhury
    Sudip Narayan Choudhury edited this:
    Abhisek M
    Abhisek M in RAM | STAAD | ADINA > RAM | STAAD | ADINA Wiki:
    STAAD Foundation Advanced (SFA)

    STAAD Foundation Advanced: Foundations done right

    Comprehensive Foundation Design Software

    STAAD Foundation Advanced is a comprehensive foundation analysis and design software.

    From STAAD Foundation Advanced 2023 version, it consists of a legacy version, known as SFA V9, and a new version, which has...

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    • 5 days ago
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  • Jeff Martin
    Jeff Martin replied to this:
    MaryB
    MaryB asked a question in OpenRoads | OpenSite > OpenRoads | OpenSite Forum:
    [ORD 2021 R2] Creating "ad hoc" civil labels?

    I am struggling with my lack of understanding of the Civil Labeler. The entire process feels very obtuse to me, and there seems to be no SINGLE interface to generate a label.

    While there are plenty of labels that are standard, and can be predefined, ...

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    • 6 months ago
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    • T T T T in reply to Aaron van der Heyden

      Totally concur with your insight here "I think you will always need someone having some kind of control over the overall Workspace." provided that the workspace admin is capable otherwise the users will suffer which is what my team and I are...

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      • 2 days ago
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    • Jeff Martin Jeff Martin in reply to Aaron van der Heyden

      Ahh, that's what the Label Definition is for!   (I was over in the AutoDesk world for most of this year.  There's new stuff I have to catch up on).  If it works like "normal" dgnlib resources, then I'm happy.  Thanks for that.

      Totally...

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      • 1 hour ago
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  • Akash Vasudevan
    Akash Vasudevan replied to this:
    PRASHANT SONI
    PRASHANT SONI asked a question in RAM | STAAD | ADINA > RAM | STAAD Forum:
    If we apply static,dynamic and wind load case as primary for building design then weather we have to consider all these primary load case in staad foundation

    If we apply static,dynamic and wind load case as primary for building design then weather we have to consider all these primary load case in staad foundation 

    • 7 months ago
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    • Abhisek M Abhisek M in reply to Akash Vasudevan Suggested Answer

      Hello Akash,

      There are 2 approaches in STAAD Foundation advanced (SFA) to take care the load combinations. The first one is to import only the primary loads cases (all including seismic, wind, dead etc.) and then to create load combinations using them...

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      • 1 month ago
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    • Akash Vasudevan Akash Vasudevan in reply to Abhisek M

      Thank you

      • 2 hours ago
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  • NUR HANANI BINTI AZLAN
    NUR HANANI BINTI AZLAN asked a question in MAXSURF | MOSES | SACS | OpenWindPower > MAXSURF | MOSES | SACS | OpenWindPower Forum:
    how to joint plate in SACS Precede

    Hi,

     I am new learning this software..

    How can I joint this plate to make the design rectangular shape?

    I am using sacs precede to draw this rectangular shape

    • 2 hours ago
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    • Mukul Rakshit Mukul Rakshit Suggested Answer

      Hello Nur Hanani,

      Could you please elaborate which plate you want to join? 

      In general, when when you click on the ADD button under the PLATE tab in SACS precede, you will get to see a pop up as below.

      Depending on the type of PLATE (Triangular or Quadrilateral...

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      • 36 minutes ago
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  • Swarnendu Dutta
    Swarnendu Dutta suggested an answer to this:
    Jarrod Schreter
    Jarrod Schreter asked a question in User Learning > User Learning Forum:
    How do I find or download training files for the YouTube tutorials?

    I am new to OpenRoads and I am trying to fallow along with the YouTube tutorials. Where can I find the working files for Roadway Design & Modeling? 

    • 11 hours ago
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    • Swarnendu Dutta Swarnendu Dutta Suggested Answer

      Jarrod Schreter Thanks for reaching us. Can you please share the YouTube playlist link that you are referring to? Also, you can continue your learning journey from Bentley LEARNserver. In order to find learning content please follow the steps provided here...

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      • 2 hours ago
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  • Akash Vasudevan
    Akash Vasudevan asked a question in RAM | STAAD | ADINA > RAM | STAAD Forum:
    cant generate load even after specifying separate FLOOR LOAD GROUP

    5584.MADURAI SIDCO NEW11.STD

    1)Even after mentioning separate Floor Group commands, warning says,"Cannot generate load " for CORR MIDDLE (1ST FLOOR LEVEL),CORR MIDDLE 2(2ND FLOOR LEVEL),CORR MIDDLE 3(3RD FLOOR LEVEL) which are corridor floors at different...

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    • 2 hours ago
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  • NUR HANANI BINTI AZLAN
    NUR HANANI BINTI AZLAN asked a question in MAXSURF | MOSES | SACS | OpenWindPower > MAXSURF | MOSES | SACS | OpenWindPower Forum:
    Model hexagon structure in Precede SACS

    Hi ..

    I want to model this hexagon floating in SACS Precede.

    This hexagon side is 0.26 m and the height is 0.07 m.

    It is possible or not to model the hexagon in SACS Preced?

    • 2 hours ago
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    • Mukul Rakshit Mukul Rakshit Suggested Answer

      Hello Nur Hanani,

      What type of element you want to create with the hexagonal profiles? Apparently, it seems to be plates. In such case, please explore the options given under the PLATE tab in precede module.

      Based on your requirements, you can use them...

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      • 45 minutes ago
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  • JAYAKUMAR KAMALAKANNAN
    JAYAKUMAR KAMALAKANNAN earned the Discussion Starter I achievement.
    Discussion Starter I
    • 2 hours ago
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  • Akash Vasudevan
    Akash Vasudevan asked a question in RAM | STAAD | ADINA > RAM | STAAD Forum:
    cant generate load even after specifying separate FLOOR LOAD GROUP

    MADURAI SIDCO NEW11.STD

    1)Even after mentioning separate Floor Group commands, warning says,"Cannot generate load " for CORR MIDDLE (1ST FLOOR LEVEL),CORR MIDDLE 2(2ND FLOOR LEVEL),CORR MIDDLE 3(3RD FLOOR LEVEL) which are corridor floors at different...

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    • 2 hours ago
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  • Durga Rao Dudi
    Durga Rao Dudi asked a question in MicroStation > MicroStation Forum:
    Converting 2D Isometric Drawing to 3D Modeling

    Greetings,

    Is there any way to tool to Convert 2D Isometric drawing to 3D Modelling? after converting from 2D to 3D still it showing as like as 2D. kindly review below screenshot for your reference 

    Actual 2D Drawing.

    after conversion 3D Drawing

    But...

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    • 2 hours ago
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  • Xiaofeng Li
    Xiaofeng Li replied to this:
    Sonu Krishnan
    Sonu Krishnan asked a question in RAM | STAAD | ADINA > RAM | STAAD Forum:
    openstaad functions in python

    In Python, how to use openstaad functions that returns more than one value, such as

    geometry.GetMemberIncidence,

    geometry.GetNodeCoordinates etc.

    • 6 months ago
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    • Sonu Krishnan Sonu Krishnan

      I tried this:
      from comtypes import automation
      from comtypes import client
      import ctypes

      def make_safe_array_int(size):
      return automation._midlSAFEARRAY(ctypes.c_int).create([0]*size)
      def make_variant_vt_ref(obj, var_type):
      var = automation.VARIANT()
      var._...

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      • 6 months ago
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    • Xiaofeng Li Xiaofeng Li

      Hi Sonu, I am Xiaofeng Li from China.

      I have the same problem with OPENSTAAD some years before.

      I found if a OpenSTAAD function return some results by arguments, it won't work correct.

      GetMemberIncidence is a typical example.

      The solution is complex...

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      • 3 hours ago
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  • Anna An
    Anna An edited this:
    Anna An
    Anna An in Bentley 中国优先社区 > 技术资料库:
    Video:创建文本收藏夹(Text Favorite)技巧

    Text Favorites 可以在 .dgn 文件里创建、测试,然后再拷贝到 .dgnlib 文件里。
    我们复制软件自带例子来自定义 Text Favorites。测试时能够使用 Place Label 工具。

    应用加载临时库功能,拷贝.dgn 文件里自定义的 Text Favorites到 .dgnlib 文件里。

    视频链接:

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    • 3 hours ago
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  • Seth Guthrie
    Seth Guthrie suggested an answer to this:
    Matt Sparacino
    Matt Sparacino asked a question in RAM | STAAD | ADINA > RAM | STAAD Forum:
    RAM Concept - Large moment at the edge of mat slab

    I am designing a mat slab foundation beneath a series of concrete shearwalls using ram concept. At the corner of the mat slab, an excessive amount of program reinforcement is being specified, and in looking at the section analysis, is due to a very large...

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    • 4 days ago
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    • Matt Sparacino Matt Sparacino in reply to Seth Guthrie

      Seth,

      Thanks very much, I'll try modeling a different type of resistance for lateral forces and see if that helps.

      I'm also glad that you raised the point of the multiple overlapping mats. Since I am using RAM Concept as a module of RAM Structural...

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      • 18 hours ago
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    • Seth Guthrie Seth Guthrie in reply to Matt Sparacino Suggested Answer

      There are two parts to any mat in Ram Modeler. The perimeter, and the fill (or decking). If you are going to use modify coordinates to move a perimeter node, you'll need to do it twice, once for each part. Since most mats are the same thickness, it's...

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      • 3 hours ago
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  • Jing.Bai
    Jing.Bai replied to this:
    yj huang
    yj huang asked a question in Bentley 中国优先社区 > ◆ 设计平台软件(MicroStation,PowerDraft, Navigator, i-model等):
    关于MS2023版参数化及局部变量的问题

    使用MS2023最新版,在A model中建一个参数化元素(使用局部变量),在同一DGN下新建B model,参考A model,并将其合并到B model中来。

    在以往的版本中,局部变量和原有约束都会一同被“带到”B model中来。

    但在MS2023最新版本中则只是将约束带过来了,局部变量没有带过来。同时测试了使用项类型作为变量时,变量也没有被“带”过来,请问原因。

    所附视频为使用ORDCN 的最新版及MS2023版最新版进行的同一操作,ORDCN可以在参考合并后带进变量...

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    • 11 days ago
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    • yj huang yj huang in reply to Yongan.Fu

      【超级会员V8】通过百度网盘分享的文件:004-参数化-…

      链接:pan.baidu.com/.../1KTQNcja7EpY8EXZKNkNcmw 

      提取码:y888

      复制这段内容打开「百度网盘APP 即可获取」

      在官方视频  王彦祥工、范菊工的有关视频中,都是Amodel中建正视图二维参数化图,Bmodel中建侧视图,C model中参考A、Bmodel,拉伸求布尔差集,这种方法清晰简捷,不易出错。

      • 8 days ago
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    • Jing.Bai Jing.Bai in reply to yj huang

      感谢您的解释说明,这个正好有个测试在国内,咨询了一下,确认是新版本的一个bug,会在后续版本中修正。

      Bug 1311763: [Regression][From Update17]Item type and Variables failed to be merged when merge reference.

      我这里测试后,目前可以使用 MS 10.16.03.11这个版本作为回避,也可以使用您录像中的ORD的老版本,谢谢。

      • 3 hours ago
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  • Seth Guthrie
    Seth Guthrie suggested an answer to this:
    Abdi Musa
    Abdi Musa asked a question in RAM | STAAD | ADINA > RAM | STAAD Forum:
    Punching Check Error

    I have perimeter beams and columns. The slab edge, beam edge, and column edge on same line. RAM concept shows an error when checking punching.  But in the warning window, the program displays the design strip not on a slab.

    Any help? Thanks. 

          

    • 15 hours ago
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    • Seth Guthrie Seth Guthrie Suggested Answer

      You may not need a punching check at all if you have a perimeter beam designed for one-way shear. If you do want to keep checking it, test without designing flexural sections. For more see:  RAM Concept Punching Shear Checks [FAQ]  

      • 3 hours ago
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  • HongQiang Guo
    HongQiang Guo answered this:
    ss s
    ss s asked a question in Bentley 中国优先社区 > ◆ 二次开发(MicroStation编程, ProjectWise编程等):
    [C# MSCE]图案填充

    我使用的是DwgHatchDef的方式来创建的团填充,但是创建出来之后有一个Is Annotation属性一直是false,我想让他变成True,程序方面怎么处理呢?

    • 3 hours ago
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    • HongQiang Guo HongQiang Guo in reply to ss s Verified Answer

      在c/c++的头文件中:

      • 53 minutes ago
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    • ss s ss s in reply to HongQiang Guo

      好的

      • 51 minutes ago
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  • Yongan.Fu
    Yongan.Fu suggested an answer to this:
    松 葛
    松 葛 asked a question in Bentley 中国优先社区 > ◆ 二次开发(MicroStation编程, ProjectWise编程等):
    【PW】如何判断数据源中文档文件的状态?

    1、如何获取文档状态?

    2、如果为检出状态如何释放文件?

    • 5 hours ago
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    • Yongan.Fu Yongan.Fu Suggested Answer

      1. 文档的这个检出状态也是文档的一个属性。所以,可以调用函数aaApi_GetDocumentXXXProperty获得。查帮助文档可知,DOC_PROP_DMSSTATUS是一个String属性,所以,需要调用aaApi_GetDocumentStringProperty。


      如果还不了解DMS Buffer这个基本概念的话,请阅读如下PW编程入门文章:

      一步步学习ProjectWise编程(Learning ProjectWise Programming Step by Step)

      2. 有现成的aaApi_FreeDocument函数可调用...

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      • 3 hours ago
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  • Indrawan Wijaya
    Indrawan Wijaya replied to this:
    Vikash Singh
    Vikash Singh asked a question in SYNCHRO Construction Solution > SYNCHRO Forum:
    Unbale to change the date of Resource statuses in Resources properties

    I am trying to assign equipment as per their delivery status but I am unable to change the date.

    Highlighted below for your reference.

     

    Request you to resolve this issue.

    • 3 hours ago
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    • Indrawan Wijaya Indrawan Wijaya

      Hi Vikash, 

      From our testing, we found that if we change the Time Display Format setting to Custom, it solved this issue. 

      Regards,

      Indrawan

      • 3 hours ago
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  • Yongan.Fu
    Yongan.Fu replied to this:
    wang_yz 王英志
    wang_yz 王英志 asked a question in Bentley 中国优先社区 > ◆ 二次开发(MicroStation编程, ProjectWise编程等):
    【MSCE C++/CLI】dll编译时报错:非私有成员的签名包含程序集私有本机类型

    老师们好,我改写了DrawingComposotion中的一个函数,将两个DPoint3dP和一个int类型作为输入,返回类型为int。现在在尝试将这个函数封装为可供.net调用的dll。

    编译时,SDK提示如题错误。我的目标是将两个点传入来计算剖切volume的生成范围。

    请问有什么办法支持DPoint3dP类型的入参吗?如果不能支持,通常以什么方式传入点呢?

    • 4 days ago
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    • wang_yz 王英志 wang_yz 王英志 Verified Answer

      【ABDCE C++/Cli】 error C4692: 非私有成员的签名包含程序集私有本机类型“Bentley::WString” - ◆ 二次开发(MicroStation编程, ProjectWise编程等) - Bentley 中国优先社区 - Bentley Communities

      按此方法可以成功编译。在C#中,只需要使用unsafe,将.NET的DPoint3d的指针作为参数传入即可。论坛不支持选自己的回复作为最终答案,之前的回复被吞掉了。

      • 1 day ago
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    • Yongan.Fu Yongan.Fu in reply to wang_yz 王英志

      感谢您的及时反馈。我已经将您的回答确认为答案了

      • 4 hours ago
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