1. Already analyze Groundwater
2. Why cannot run slope stability and how I can solve this problem?
Failed to run slope stability
1. Already analyze Groundwater
2. Why cannot run slope stability and how I can solve this problem?
Good day everyone, my file crashed while i was doing RAM connections, I don't want to lose all of my work , can someone help me about on how to retrieve it? pls help me
Hi! I would like to ask about the RC designer. I am designing a slab and after clicking design, there are different labels in the column Min. Steel. Either the label would be Y, n and Fail. Can you explain what does Y, n, and Fail means?
This contains SACS wikis related to the SACS Executive program.
1. Getting Started with SACS
2. Legacy Modeler not working?
3. Change SACS Default Text Editor to Notepad++
4. Enabling 64-Bit Precede in SACS
5. Enabling SACS License Preview in SACS 11.0+
6. Working...
Digits of decimals for length column in Point Connectivity section is not aligned with value given in Edit Model...
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Is there anyone who has a list of all the usable user variables in Partlist creation?
The only one stated here in the forums in MYSORTORDER.
Justine Bautista in reply to Vyanktesh Nama
I actually have narrowed it down, is there any way to format this one?
File affected is: combit.ListLabel18.Export.x64.dll
Hello everyone.
I would like to ask about SACS analysis report database. After done the analysis part, it would produce txt file and sqlite database (sacsdbdb). I find it quite confusing for me as, some of the column, which is available in txt files,...
I am having trouble computing Live Loads on the substructure of a simple span bridge. When I click on LL Details in the loads window I get the message "Invalid loads - No bearing loads." I have already run my superstructure analysis and am getting live...
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Vinay mysore
Suggested Answer
Hi Andrew,
There are 2 ways to import the live load reactions from superstructure to substructure.
1) In Suprestructure/Conspan, Run the analysis --> Design the girders --> Update the file.
2) Then go to Substructure --> In the Loads TAB --> Select...
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Hi,
I would like to ask if anyone can share their favorite key shortcuts, key combination, and key ins or combined key ins for productivity use in a daily basis, I want to improve more using microstation, openbuildings and prostructures.
Your help and suggestion...
Ron Jones in reply to Doug Murray
it appears bentley has broken ranges for commands
How about this since it won't accept the range 2-8.
Turn all views off first, turn view 1 on and then tile:
view off all; view on 1; window tile
This appears to work as well:
vi of all;...
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Hello Buddy, I am Nisha. I worked at Piping Projects Top Best Steel Plate Manufacturer in Europe. We're looking to expand our Knowledge Base on Bentley Communities. What specific topics or types of content would you like to see covered? Whether it's tutorials...
I have modelled a structure in a new version, i have highest moment as -1350kn-m. Whereas when same model is viewed in an older version, its displayed as a different value. CH 59+490_2 x14_VOP-BOX_R0.STD
Read more.What are the exact version numbers of both applications? Can you attach the screenshot of those results from both versions?
Abhisek M
Suggested Answer
In your model there is enormous lateral displacement which is not correct. This implies the structure is not stable and results can not be relied upon. So, you need to review the boundary conditions first and make sure the values you are getting are in...
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Thanks Vyanktesh Nama , I might be asking the wrong question. My actual concern is how to make the filename of the exported report be formatted (say similar to the model name). Currently, it is always set to "export" with no way of renaming it. I thought...
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