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...
Read more.I tried the steps in above link to create a table of coordinates.
When I click on the Item types, I am not able to go to next process...
Read more.Hi Jon,
Thanks for your reply.
I tried to follow your suggested way, but I found that changing the option "Include Reference attachment - No" actually helped me to troubleshoot the error which I was getting.
Thanks for your suggestion too, It...
Read more.Most of my attempts to connect to various WFS services fails with different error messages.
Here is an example from open data stockholm where I actually was able to create the connection:
openstreetgs.stockholm.se/.../wfs
(I have removed the API-key....
Read more.Hi Krister,
Thank you for bringing this to our attention.
I tried to import the first link, but it seems that login credentials are required.
I was able to work with the second one (see below):

The third also works well on my side:

The error message...
Read more.Hi,
I was not trying to create WMS connection. I was using the new Feature Service Connection.
It works for WMS but I cannot get it to work for WFS.
Regards,
Krister
After crashing design file my .itl file is empty. Is there any way to fix this file? I open it also in Notepad and there are a lot of information, but nothing to see in template creator.
Here you've got my corrupted .itl file
What does a warning like below, refer to?
*** WARNING MODE 2 HAS 1.511 PERCENT DIFFERENCE AFTER USING 59 PAIRS OF FOURIER SERIES COEFFICIENTS"
SolutionWhen you generate a...
Read more.How does the SACS Tow Co-ordinate System work within the program?
SolutionLet us walk through this scenario with a sample problem shared by one of our users.
We have prepared the following...
Read more.----------------------------------------------------------------------
iTwinCapture Modeler 2023 (November 2023)
-----------------------------------------------------------------------
Versions : 23.00.03.501 - English
Hi,
After calculating the maximum displacement amplitude using Sine/Cosine forcing functions is it required to multiply the resultant amplitude with Dynamic magnification factor in staad?
For your reference, Dynamic Magnification Factor is the ratio...
Read more.I am performing a Random Wave Analysis to get the axial forces on the pile on a jacket structure. How can I include the pile super element in the analysis?
SolutionYou need to check...
Read more.Hello,
in OCM v8i there where such a keyins available under Topology cleanup topic:
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...
Read more.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...
Read more.I think there are some precision issues with node coordinates in these 3 groups. Let's take group CORRMIDDLE3 as an example. First of all, all nodes in the group are at Y level 3600 mm. However, node 109 is at Y level 3600.01 mm. This does not seem to...
Read more.Sure ill try .Thank you
Hi everyone,
I have multiple elements of differing shapes and sizes and i want to respace them along the x-axis but retain their shape and size i.e. the first would move 1/total distance, the second would move 2/total distance, etc., etc. Can someone...
Read more.Does that help?
Kinda, but the numbers don't seem to add up for proportional spacing so I presume this is the existing condition?
If these symbols were cells, and each of the cell's origin was what would be aligned to the proportional...
Read more.The proportionality would only apply to the magnitude of the movement (not the existing spacings), other than that you're right on all counts :-).
I'll use the obvious (less-complex) method based on what you suggest :-)
thanks for help
Andy
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...
Read more.Hi Satish,
Thanks for your help, but What should I fill in these fields now?

Regards
Hi Nhan,
You can follow the steps in below Wiki Link on how to create Project Database.
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...
Read more.Hi
It is impossible to convert a drawing created in isometric projection to a 3D drawing as the isometric projection is only a method of visually representing 3D. The 2D elements in a isometric projection have no intelligent 3D co ordinates.
Best answer...
Read more.【功能简介】
本模块主要讲解OpenPlant Modeler V8i新版本的功能变化及更新等
【功能描述】
主要对新版本的功能升级进一步介绍,包括工作环境,配置变化,界面变化,操作或参考数据变化,新增功能介绍等
Read more.Dear All
How to determine stiffness of the building ? in STAAD
T = 2Pi Sqrt M/K ???
Model mass ?
kindly send the reference or related to this
I need to perform 2 stage analysis as per ASCE-07-2016-12.2.3.2
When tracing rooms you may find that rooms above/below are displayed, even though 'Show Floor Only' has been selected.
Me... Read more.
A Report can include almost any DGN property. MicroStation Help is confusing because it implies that a Report can be only about Item Types, whereas you don't need any Item...
Read more.