Hello All:
Does plaxis initiate consolidation formulation sumultaneausly with dynamic load or waits until the end of dynamic multiplier or dynamic time and then initiates the consolidation layer. Gnerally lets say if the seismic time signal is 20 s then...
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A model footing is subjected to load eccentricity. How to measure the incremental rotation (tilt) with loading. It can be measured with difference in settlement in two node on opposite edge, but is there any short way to measure the tilt angle directly...
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Lanting Wei in reply to Atish Das
Dear Atish,
Have you found a way to get a curve of load vs rotation of the footing?
Thanks,
Lanting
Faseel Khan in reply to Lanting Wei
Suggested Answer
You need two points to plot the rotation and the curves tool is for plotting a single node or stress point results in Output.
If you are using soil polygon for the footing then you will have to plot the results for one node/stress point at a time. You...
Jesse Dringoli in reply to 杰 高
Suggested Answer
感谢您分享模型。问题出在 "时间（阀门运行时间）"上，您将其设置为 999999 秒。对于泵启动情况，这表示泵中关闭的阀门打开的时间，这意味着您的泵将在 999999 秒内保持关闭状态。您可能认为这是指打开的时间，而您不需要阀门或单向阀。如果是这样，您实际上应该使用一个很小的值，例如 0.1 秒，这样阀门就可以在泵启动之前立即打开。
这一点在本文 "泵启动步骤 "一节中有所提及： Modeling a Pump Start-Up Transient Event...
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With HSS design, when selecting members steel grade, the G450 registers in the template, but G350 reverts to G250? This results in reduced design capacities based on G250 Steel, which also has knock on effects for weld and bolt attachments. This is when...
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Bruce Forbes in reply to Nehal Vaghjiani
No. I've heard nothing further. I've just continued with my approximate approach.
BF
Seth Guthrie in reply to Nehal Vaghjiani
Suggested Answer
We added the AS 4100 and NZS 3404 codes to Ram Connection and recommend that program since Limcon has been deprecated.
Hi all
The 3D model in the attached drawing contains a white element > an Extrusion Solid.
This was created with Extrude > without the Parametric Solid checkbox because otherwise the solid would not be created. The annoying thing about this Extrusion...
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Carl Myhill in reply to Mark Stals
Initial review is suggesting the cause is related to 'Non-Manifold Geometry' where the reverse arc is meeting the line generating a very sharp edge and not the arcs themselves as first mentioned.
This is sill being investigated, will update when...
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The below information will take you through the updates that are specific to this application. For more general information and product update videos, please see the general New Release page.
v10.0.1.2038
Released 8th November 2023
The below information will take you through the updates that are specific to this application. For more general information and product update videos, please see the general New Release page.
v10.0.1.2038
Released 8th November 2023
Pytanie:
1. Jak można z pliku .asc stworzyć model terenu w OpenRoads / Rail / Site Designer? Mój plik .asc został pobrany z geoportalu w układzie współrzędnych...
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Pytanie:
1. Jak można przekonwertować plik .laz do chmury punktów w OpenRoads / Rail / Site Designer? Mój plik .laz został pobrany z geoportalu w układzie...
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Hi,
How can i have or import the design approach in my Plaxis database. When i tried to import it showed me a file format which i don't know.
Can you help me on this issue?, I usually put the material or the load factors manually. For example i want...
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Vasileios Basas
Suggested Answer
Hi Tesfaye,
1. You need to export (copy) your project's design approaches to the global design approaches database. This file is, by default, stored at: C:\Users\XXXX\AppData\Roaming\Seequent\Plaxis\YYYY\GlobalDesignApproaches.dat (where XXXX is the...
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Every time I try to run macro in STAAD I have below error message.
Even when I try to edit the code which I wrote and used before I have below error message and I can not edit.
I can not even import the vbs file. Please help me out and let me know What...
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Deok-Su Moon in reply to Shreyanka Bhattacharjee
It happen with all the macros I created not specific macro.
Everytime I try to import the vbs file I have that Error and I can not import them.
So I tried to create new macro and I could run and use that macro. But When I tried to run it later again,...
Read more.Check your code: Make sure your macro or VBS script is written correctly and does not contain syntax errors.
Update STAAD.Pro: Make sure you have the latest version of STAAD.Pro CONNECT Edition. Sometimes updates can fix known bugs.
Hello everyone, I am about to start the development of an application to incorporate into OpenUtilities Substation, I would be interested if you could provide me with an information link to start this development. Thank you.
Damian Pavon in reply to Jon Summers
Hello! Thank you for your answers, just as Joe said, I contacted the email address he indicated, and they gave me the instructions. An annual developer subscription is required.
Jan Šlegr in reply to Damian Pavon
An annual developer subscription is required
In the past, there was an option to apply for in-house development as a special version of BDN program (as a extension of active Open Access / SELECT agreement).
Regards,
Jan
Hi,
For a random wave response analysis, it is clear that we can define the wave spectrum in frequency domain. However, the available option for the output is in time domain. Is it possible to have the output results also in frequency domain? if yes,...
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I wanted to make some changes to the project file in PLAXIS2D connect client version 2022 using python interface. While I was doing so, after entering the required libraries and the server details, I am unable to even open the project file. The error...
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Stefanos Papavasileiou
Suggested Answer
Hello Meghna,
Sorry to hear that you experienced an issue with your automation.
In order to be able to assist you with your project and identify the reason for the problem you experience, please open a new Case for support.
Then, one of our support engineers...
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HOW TO MODEL SOFT SOIL CREEP MODEL IN PLAXIS LE?
vincent leong seng in reply to Faseel Khan
CAN GIVE ME A SOME EXAMPLE OF TUTORIAL HOW TO MODEL 1D CONSOLIDATION?
Faseel Khan in reply to vincent leong seng
Suggested Answer
You can see some of the distribution models on 1D consolidation such as a) Homogeneous Soil_GT; b) Layered Soils Case1_GT; c) Layered Soils Case2_GT; and d) Layered Soils Case3_GT.
For tutorials you can refer to the Consolidation Manual and in that you can...
Hello everybody,
I am having issues with template libraries losing the colours of the Feature Definitions (see image), the template does recognise the FD's (N-WE-VW\PVR) but doesnt show up red like it should (as defined in our Layer/FD DGNLIB).
... Read more.When using ByLevel symbologies, it is possible that the level settings are coming from a different DGNLIB and the Template Editor cannot use ByLevel unless the level exists physically in the active file. One the template is used by a corridor or linear...
Read more.Hi Caddcop,
You're absolutely right. For some reason, a few FD's were active in the DGNLIB that shouldn't have been active. Thereby causing the issues with making the template colours white.
I removed the duplicates and everything seems to...
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Hey everyone!
I'm a newcomer in Microstation but have a great experience in Rhino, Blender, Keyshot, Autocad.
I'm working for the company that uses MS for constructing some stands. I prefer to render them in Blender, so I need to export the files...
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Dear Zahid,
The whole idea of having dynamics with consolidation is that you have consolidation during dynamics. In reality when there is an earthquake, the earthquake doesn't temporarily stop for the excess pore pressure to consolidate and then it will...
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