A new version of STAAD.Pro 2023 has been published, 23.00.01.025. This is a minor release that has addressed two issues which have been discovered that cause the initial release to crash. These both relate to reporting. The first relates to use of the...
Read more.Hello Carlos there is major bugs present from update 3 for slender sections designed from IS800 till date this bug was not removed, and I have posted ideas regrading the previous selection ,grid option and many other ideas but till date it is not updated...
Read more.I got two filed column, then I added cross bracing there, coulmn found passed but the brcaing is not passes, not with big section. Please check the issue. you can change the type of bracing, please make the bracing pass. If we can omit the bracing and...
Read more.Thanks for your suggestion. It passed when i used 120X10. but do i need to LZ & LY for thes etype of cross bracing ? I used for column and rafter before. for bracing, haven't use before. can you please tell me how i can understand that which one will...
Read more.Hi Kamal, if the bracing pass by changing the section to SHS120x10 and without reducing its LZ/LY then no need to change LZ/LY.
If the bracing fails because of axial compression, one way to get around it is to reduce its effective length (usually 1/2...
Read more.
Hello Chetan,
I see that you have purchased 1 practitioner (virtuosity) license for Structural Worksuite. Please follow the instructions given in the support communities link to for how to assign and activate the practitioner license.
Regards,
Abhishe...
Dear Team,
We have 3 separate perpetual licenses for our engineers, they are using separately, Can your pls let us know which email ID is using in more than 1 device?
Kindly provide details.
Contact details:
Number - 8850541399
Email- Accounts@desteqengineers...
Read more.Dear support Team. We share some devices in my office, where I'm logged. It's quite possible, that this license is used simultaneously. I will clear these devices from that license to the end of this week i will change tha password also. Doas it...
Read more.@Mention lets us mention another member of the community to provide a contextual reference to that member's bio and other information.
Sometime in 2023 Be Communities changed the @Mention feature. It's supposed to be enhanced, but doesn't work....
Read more.Hi,
The SETPOINT and CONCEN soureTypes are quite bugged in the latest version of WaterGEMS and CAD (10.04.00.108).
So far I had been able to function with workarounds to the bugs but now I've encountered a point I can't figure out a workaround for. I...
Read more.I have a test model I created to test MSX code and impact of tank mixing on chlorine/chloramine decay, it's a bit of a mess but should be understandable. I've uploaded this using the secure file upload to save you time replicating these bugs.
Please...
Manhole rim elevation ref assign to proposed ground elevation. Still when seen in profile view manhole is not seen correctly.Refer Image below:
It is solved now.Thank you !!
I can see that you have raised the same question on ServiceNow, The following is my response -
你好,
在HAMMER中,如果初始条件压力小于蒸气压限制(在瞬态计算选项中设置),则意味着该位置将存在蒸气穴,因此初始条件无效。 您需要检查消息标识的区域并确定压力过低的原因。 请参阅我们 Wiki 中的以下文章中的更多指导:
Read more.Unable to assign longitudinal slope to on grade inlet in open road designer/sewergems
I tried editing in same way,but its not taking up value.Also I dont see option of Use longitudinal slope in properties panel as well.
I do suppose that one should ask what is the ORD version you are using, Snehal? Such could create a wide variation of answers or help here. The current version is 10.12.
Best Regards,
Mark
For a current framing, I was able to get drift at control points per the original location of the column (0,0). Due to architectural changes , I had to shift the grids and the new location of the column is (-0.67, -0.75). When I check for the drift at...
Read more.Just uploaded. Let me know what is causing the error. Thanks
As Suvadeep noted, you have no diaphragm at the location noted in your first question. This happens because it's semi-rigid with the setting to stop the mesh at the perimeter beam CL.

I am getting an error for "Punching Check not found in slab". I have deleted the circle after the column moved and added a new one centered on the new column location per past forums. Are there other ways that this error can present itself?

Try remeshing the model to make sure the column is still there. Is the beam in this location very thick? That would push out the first failure plane, but that would be a different error. Is the model very far from the global origin?
Unable to open MS2023 it freezes on startup screen and even if connection client is logged in doesn't help. At least v8i SS4 still opens.

Health check:
Starting Check... Checking Service Checking CONNECTION client... Checking Windows file permissions...Read more.
Raise case where? There is no such product as connection client.
Hello Oto,
Search in Product: Bentley Cloud Services CONNECTION client CONNECT.
Regards,
Abhishek
Hello i would like to know if this is possible,lets assume i have load combination created manually from load case 20 to load case 90,now on performing analysis i want to include only few combination maybe from load case 70 to 90 only how can i do this...
Read more.For analysis you need to manually include or exclude the combinations. Only for design part you can use load list option.
Hi all, I just downloaded the trial version of Open Buildings Designer Connect Edition and have two questions/issues:
1) I would like to know where I can get a sample model I can start playing with to familiarize myself with the program.
2) Exporting...
Read more.I am currently on AutoCAD 2011 and using ProStructures V8i SELECTSeries 3. However, the graphic indicated in red would not appear, is there a particular setting that is not enabled?
BINGO! I should have known that, remember seeing it recently in the WIKI.
Well done Mike, that will no doubt put a big smile on AJ Dave's face! :-)
I put my dialog settings on EXPERT right out of the gate,
after taking the PS courses...it might occasionally...
Read more.Thank you so much! This did the trick :)
BIM.ShapeElement shapeEle1 = msApp.CreateShapeElement1(null, ref vectices1);

升级OPM软件版本后,上述代码执行报错,升级后的版本如下

您开发的DLL是否是放在默认的...\mdlapps文件夹下?如果是的话,请查看一下该文件夹下是否有MS或OPM系统自带的DLL?如果有的话,请删除这些DLL。
这些DLL是您在C# 项目中不小心使用了Copy Local=True而将这些系统的DLL自动复制到了您DLL所在的文件夹。
由于您升级系统后,同名的DLL版本和您mdlapps下的DLL版本不同了,从而造成这个错误。
请对照下图重点检查您C# 项目中对这个DLL的属性设置。如果Copy Local为True的话,请先执行一下VS菜单Build下的Clean...
Read more.符老师,我重新编译一下又好了,看来这个插件只能适用低版本,高版本需要重新编译
各位老师,请问在MSCE C#开发中,如何窗口使用MS/当前所选产品的(比如obd,ord)的图标呢。貌似C++开发中是可以自动带的
对话框需要从Bentley.MstnPlatformNET.WinForms.Adapter派生下来,这样就是产品自带的图标了。
As per the subject.
I generated a structure as below picture.

And i input the dj1,dj2 parameter for the deflection check as below.

And i analyzed it and there was no error message.
but i want to check lifting case, so i did rotating 15degree geometry...
Read more.It will be great if you can share the model for a quick check here.
Hi,
Thanks. Will create a service case along with the other issues encountered.
Thank you.