The three key documents for AssetWise Enterprise Interoperability are
To reach the most recent version of each, you can use these links (current as of November 2023...
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Each release has a stand-alone read-me file. Here are links to all of them, so that you can more-easily review the changes from multiple releases.
Each link opens the file-download page in a new window.
Note: last updated November 2023.
From most recent...
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New features and release notes for AWEIS version 01.02.46.01.
How often is the Change Log getting updated with the 2023 releases - communities.bentley.com/.../changelog---contextcapture. I'm looking for more details on the latest 23.00.03.501 available from Software Downloads as well as prior releases?
When you have two tangents, cut an arc between them and trim both, the original elements are still there, but set to "hidden". P_BL in my case below:
P_BL2 in this case was 'created' during the trim command of adding in the curve.
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Hi Everyone,
I am in search of a case study that focuses on trapezoidal channels with check dams. The study should introduce Check Dams at specific intervals based on the model settings that are best suitable to introduce weir configuration as alternatives...
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Azeemuddin Zeeshan in reply to Jesse Dringoli
I was a bit confused with the orifice condition. As you have explained clearly, this is what I'm looking forward to in my model. Mainly the conduct of the pipe's crown will be near to channel top level In consideration of this model scenario, I understand...
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Hello,
We have been developing Print Organizer usage for the past 2 years to make way for Batch Plotting to no longer be available to us in future versions of Microstation. In both Select Series 10 and Connect Edition 16 the PO is unbelievably slow. Always...
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Barry Lothian in reply to Lorys
Have you compared times for PO with the old Batchplt.ma
For me, that would be like going back to living in caves. The PO works absolutely fine for me so I've not need to resort to archaic methods, even if it does provide a minor speed improvement...
Read more.Question - do you have any raster images attached, or are you plotting with the Rasterized option turned on, those are both the biggest time sink for me.
This page contains solut...
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Why does the critical load case, along with the...
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Hello Community,
I'm fairly new to design and I have encounter this project where I am require to add a Thickened edge sidewalk. However, I do not know how to add this to my template. below is a picture of a detail I found.
does anyone has experience...
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Shawn Cooke
Suggested Answer
The sidewalk templates provided by FDOT's template library has a display rule for hand rail footer that can be used as a good starting point. You can likely remove the display rule and use the points by removing the component from points and adding...
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When I import ifc to synchro I cannot find data that was from Element Assembly. is there way workaround to get the data?
Hello Edgar,
A few questions -
Product:
OpenRoad SignCAD 2023
Version:
23.00.00.151
Area:
Troubleshooting
Original Author:
Bentley Global Technical Support
Problem:
Dialogs are not visible or will not open when using OpenRoads SignCAD.
Solution:
1) If...
To draw graph between load vs settlement after deformation. I know that uy has to be considered for settlement , then for load what have to consider ?
S Mallika in reply to Faseel Khan
Thanks for the reply, I also want to know how load, if I give say -350 kN/m/m is applied like it is per minute or all at once.?
Faseel Khan in reply to S Mallika
Suggested Answer
Yes the load creates an unbalance and this unbalance is solved in steps linearly in time.
Hope this helps.
We are trying to import a .csv file into the Borehole Navigator in “Legacy” Microstation SS10, and we are receiving the following error / information message below, “No Borehole Name Was Provided”
The screen capture below indicates...
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MaryB in reply to Larry Wallace
Verified Answer
That looks to be a specialized application from the Florida Department of Transportation. That is not a native tool from Bentley. If you are having trouble, you may need to contact FDOT CADD support.
Melissa Hook in reply to Larry Wallace
Suggested Answer
This looks to have been created by FDOT, you would need to contact them For assistance if the tool is not functioning properly.
STAAD Foundation Advanced 20xx is the next generation software to the current STAAD Foundation Advanced V9 and represents a significant advancement in the software offerings from Bentley Systems, Inc. for the modeling and design of reinforced concrete...
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Hello,
I've been using the print organizer to print my sheets and things were working fine for weeks.
I have multiple reference files that now have updated/new linework and the print organizer won't print the new linework but they do show up when...
Read more.I'm experiencing the same thing. I think this is more workspace related and not print settings related. I haven't found the fix yet as I don't have control over workspace setup at my company.
When you print using print organizer, my understanding...
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Jack Scudder in reply to Richard Heinke
Richard, I have been meaning to follow up since we were having this issue and solved it last week using the guidance in the link I am pasting here. We have a similar setup where we use an intermediate workspace-switcher type app to launch ORD rather than...
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Has anyone come up with an efficient way to compile a single DGN file with cross sections in OpenRoads Designer? Currently, we are referencing all of the XS models into a nested compiled file, which is tedious and inefficient. I submitted a product enhancement...
Read more.How quickly cross sections will cease to be part of a deliverable is going to be highly dependent on who your clients are. I know that my main client DOT has no plans to require design files from consultants. They don't even have a requirement for design...
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Clint Young in reply to MaryB
(Hi Mary!)
Exactly...
Give as back our static sections so we can stop doing the runarounds.
Sections aren't going away any time soon and we will find a way to break the program to give us them anyway (See Benzi's thread).
It's pathetic that we...
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I'm trying to make a template for a diverging track. I want the ballast section of the diverging one to start as widening the mainline ballast section, then when it gets far enough away, to have its own separate ballast section
I have the toe of...
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Alex Marina Nelson in reply to Peter Violette
Suggested Answer
Hello,
This is the option I have been using since Power Rail SS2. Create two ballast components for TWO tracks with display rules: display on with no ballast break if track centers are spaced at 15' or less (set your number as needed depending on the top...
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Alex Marina Nelson in reply to Alex Marina Nelson
Also, per my observation, what is the purpose of the points inside ballast component? Ties? It would be more efficient to model the actual ties, then the actual adjustment for the ties happens automatically. You can control tie lengths and offsets by...
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There is a negative pressure in junction near a one way surge tank. How can it be if the volume of the tank is larger than the effective volume discharged to the pipeline? Thank You.
Scott Kampa
Suggested Answer
Hello Helio,
Based on the question, I assume you are using HAMMER. If the negative pressure results are related to the initial conditions calculation, this may be occurring in part because the surge tank is being treated as a junction. If this is related...
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Can you clarify what you mean by the full flow of the pipe being considered as an orifice? Do you mean that there is no orifice plate on either side of the pipe and the pipe itself connects directly to the channels? For this you could simply use a conduit...
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