Is it possible to insert a comment string...
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Hello,
I want to export some file content to parasolid. I don't want the user to interact with any windows, as there are other operations that must be done before and after.
So far this is the code we use:
... var modalDialog = new ModalDialog(exportParasolidVersion...Read more.
Andrea de Poda in reply to Jon Summers
I see your point, and we know that mixing technologies is always a risky job. Sometimes we have no alternatives though.
Whatever the reason that crashes MS, your answer suggests that:
It is not possibile to export to parasolid from code (either c# or c+...
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OpenBuildings Designer CONNECT Edition, Update 10.1 (v10.10.01.151)
Das OpenBuildings-Produktteam freut sich, die Verfügbarkeit von OpenBuildings Designer CONNECT Edition, Update 10.1 (v10.10.01.151) über das Bentley CONNECT Center, das Software...
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Slab-Beam connection, Monolithic.
The connection between the slab and beam are monolithic or its a separate structural system.
How is the overall beam depth minimized based upon the thickness of slab.
Hello, i need to calibrate the soft soil model but when i do the soil test it asks a parameter called vertical preconsolidation stress. How is calculate the vertical preconsolidation stress if i want a value of pc (isotropic preconsolidation stress) equal...
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Dennis Waterman in reply to Francesco Lupi
Suggested Answer
What I tried to explain is that it matters what stress path was followed to get to the maximum stress state and back to the current stress state.
If you assume that preconsolidation has been done only by isotropic loading and you start from an isotropic...
Francesco Lupi in reply to Dennis Waterman
Ok thank you for the support.
With kind regards,
Francesco Lupi
Hello,
In the 3D-Tutorial Section 3 (Loading of a suction pile), an interface strength reduction (Rinter) of 1.0 is used to simulate the interaction between the suction pile and the surrounding soil. Generally, for steel structure-soil interaction the...
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Stefanos Papavasileiou
Suggested Answer
Dear Wei-Jung,
The tutorial examples serve the purpose of describing PLAXIS features and the functionality offered. They are not engineering examples to be considered in design.
Please use an Rinter value for the soil-structure interaction that suits...
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I'm trying to start working with VBA on STAAD but I can't connect excel to STAAD. I included the OpenSTAADUI reference in Excel and just tried the simplest program possible:
Sub test()
Dim objOpenStaad As Object
objOpenStaad = GetObject(, ...
Rui Louro in reply to Shreyanka Bhattacharjee
Thanks for the reply, but yes I had STAAD open and a structure file loaded when I tried this code in Excel.
Shreyanka Bhattacharjee in reply to Rui Louro
Suggested Answer
Hi,
Is there a method to modify the length of a pile in the model without necessitating a complete redesign of the entire geometry? Additionally, is there a way to guarantee the seamless integration of the pile cap with the pile? How can we secure the...
Reshma B in reply to Stefanos Papavasileiou
Hi Stefanos,
To ensure they are securely connected or "glued" together, I grouped the pile and pile cap and assigned a rigid body to the assembly. However, upon reviewing the output, I noticed the pile exhibiting a bend. Considering that rigid body motion...
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Stefanos Papavasileiou in reply to Reshma B
Suggested Answer
Hello Reshma,
I am not sure how you defined the rigid body as typically such a feature does not bend.
However, assigning a rigid body is a completely different thing about mesh connectivities.
As I explained before, if you want the two parts to be connected...
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In dieser Tabelle sind die kommerziellen Versionen von OpenBuildings Designer aufgeführt. Klicken Sie auf den Namen des Updates, um die Versionsankündigung...
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Hi,
I am trying to get an average stress in a certain horizontal cross section instead of the Max., Min., and the contour. How can I get the average stress value?
Thank you
Stefanos Papavasileiou in reply to Qian Tian
Suggested Answer
Dear Qian Tian,
You are right. I would recommend you checking our Scientific Manual for more information on the integration depending on the element type you have.
Thomas Nilsson in reply to Stefanos Papavasileiou
Hello Stefanos, this 3 years old issue is a good question. Has PLAXIS meanwhile maybe developed some function to allow to choose an area and get the average stress?
文件由其他基于ms开发的软件创建，创建时应该是代码上做了一些锁定，让元素变得无法编辑或删除了，请问有没有办法将其解锁。试过ElementPropertiesSetter中的setlock，但是不起作用。
文件非常大，超出论坛限制了
OpenBuildings Designer 2023 (German) (v23.00.00.114)
Das OpenBuildings-Produktteam freut sich, die Verfügbarkeit von OpenBuildings Designer 2023 (German) (v23.00.00.114) über das Bentley CONNECT Center, Software Downloads portal, oder den Desktop...
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In dieser Tabelle sind die kommerziellen Versionen von OpenBuildings Speedikon aufgeführt. Klicken Sie auf den Namen der Version, um die ausführlichen...
For reference this table lists commercial releases of OpenBuildings Speedikon, click on the version name to open the release announcement...
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Hello
I am trying to collect all the levels from a model, regardless if they are active (have some geometry) or not. However, some levels (the ones I create manually) refuse to populate the listbox. Any ideas why ?
Private Function GetAllLevels() As...Read more.
Jon Summers
Verified Answer
some levels (the ones I create manually) refuse to populate the listboxFor Each oLevel In ActiveModelReference.Levels
Does it make any difference if you collect levels from the DGN file?
For Each oLevel In ActiveDesignFile.Levels
问题：截图大小不正确，里面的元素是一个整体，是cell
截图流程：
第一步，设置fitview到合适的大小
第二部,调用api截图
截图左边和右边怎么有这么多空白，可以让他完全铺满吗？有相关参考代码吗
The formula for calculating EAC(Estimate at Completion) for EVA is not listed in the help documentation.
I would like to know which formula to use.
Exploring the world of data science course in Nagpur, one blog post at a time. Join me on this data-driven adventure!
seo digiperform in reply to Arpit Prakash
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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...
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You can the figure below, the right beam is aligned on the center with front beam.
It's not common practice in engineering. Generally, we make the beams top flush on same floor level.
How can I make the beams top flush in RAM connection?
Eileen Yin
Suggested Answer
这里是中文有限社区，您直接用中文提问就可以，如果需要再国外的论坛提问，请从这里提问。
https://communities.bentley.com/products/ram-staad/f/
目前RAM Connection 中HCBB中梁是按照中心线来布置的，并不支持顶端的平齐。另外软件是分别计算：beam 和支撑的连接， right beam和支撑的连接；
由于独立版本中，输入的是支撑的内力，平齐对验算的结果并没有什么实际作用。如果是使用的联合版本，您可以在分析模型中，设置偏心，来平齐顶端...
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新版本ord中国版，新建廊道命令完成后只有一个片是什么原因？
You call VBA from C#. What happens if you move that code to a VBA project?
Mixing languages, particularly an ancient language such VBA and a 21st century .NET, can create problems. Writing a VBA version will...
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