Evan Cabalagan in OpenPlant | AutoPLANT > OpenPlant | AutoPLANT Wiki:
How to Represent Flexible Hose in OpenPlant Isometrics Manager CONNECT Edition
Applies To Product(s): OpenPlant Isometrics Manager CONNECT Edition Version(s): 10.XX.XX.XXX Environment: Windows 10 (64-bit) Area: Settings/Attributes Subarea: Modifying Symbols Original Author Evander Cabalagan, Bentley Global Technical... Read more.
TimLawrence edited this:
Joe Granville in iTwin Services > Synchronization Wiki:
Supported File Formats

A wide array of design applications are supported in synchronization workflows, ensuring all your engineering data can be aggregated into a single digital twin environment.

You can find the latest list of supported iTwin Connectors here: https://developer...
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Kevin van Haaren replied to this:
JeremieDL asked a question in ProjectWise > ProjectWise Design Integration Forum:
Projectwise explorer - Get link windows is not appearing anymore

I have PW explorer .434 last week for an unknown reason my "get link" windows stop appearing. I'm talking about the windows when you right click on a file or folder ans select "get link". Usualy (and for everyone else) there is...
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- JeremieDL in reply to Mike Clarke
  
  I never got a specific answer from Bentley. I had try before this to just un-install PW explorer and admin but it did not work. In my case I did uninstall PW explorer, PW admin AND PW explorer deliverable plug-in, and then re-install everything except...
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- Kevin van Haaren in reply to JeremieDL
  
  I've confirmed this is the cause. If you have version 10.07.00.126 installed of the ProjectWise Deliverables Management for ProjectWise Explorer installed you'll get no dialog after selecting Get Link... in ProjectWise Explorer.
  
  Uninstalling the...
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Keerthana aneesh asked a question in GeoStudio | PLAXIS > GeoStudio | PLAXIS Forum:
How to create an already existing tunnel whose construction has been completed long ago and is in use.

How to create an already existing tunnel whose construction has been completed long ago and is in use.
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Keerthana aneesh replied to this:
Keerthana aneesh asked a question in GeoStudio | PLAXIS > GeoStudio | PLAXIS Forum:
How to deactivate soil from inside a tunnel/ burried pipe created using polycurve (circle) that has been then extruded to form a tunnel

I am creating an existing underground tunnel, for which I have used polycurve option. I chose the circle option, then extruded it by 20 m and formed a tunnel. added concrete lining and positive interface. but however not able to remove the soil from inside...
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- Dennis Waterman in reply to Keerthana aneesh Suggested Answer
  In any staged construction calculation phase you can deactivate it by:
  
  right clicking it and choose the option "deactivate"
  
  selecting it and in the selection explorer deactivate it (remove the checkmark)
  
  Note that you can only deactivate soil...
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- Keerthana aneesh in reply to Dennis Waterman
  
  Thank youuuuu so much for explaining this. This worked for me. Thankyou againnnn. God bless.
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Avanish Yadav replied to this:
PARAG AMBEKAR asked a question in Licensing, Cloud and Web Services > Licensing, Cloud and Web Services Forum:
How to activate new license?

i have received serial number to register and currently i am using trail version of Open Building Designer.

looking to update trail version into permanent one.

Can we do that?

Since we dont have access to Technical support due to non select option, seeking...
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- Avanish Yadav
  
  please take a look at my account ,why it is not working out?
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Zahid Khan replied to this:
Zahid Khan asked a question in GeoStudio | PLAXIS > GeoStudio | PLAXIS Forum:
Dynamics with consolidation

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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- Dennis Waterman Suggested Answer
  
  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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- Zahid Khan in reply to Dennis Waterman
  
  Thanks Dennis. THe dynamics only option can be used for worst case situation followed by dynamic with consolidation stage to allow dissipation.
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James Clyde Viray and 10 others earned the Ask A Question I achievement.
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David Guerrero asked a question in RAM | STAAD | ADINA > RAM | STAAD Forum:
What changes from AISC 360-10 to AISC 360-16 were implemented in STAAD?

Please provide a LIST of the updates implemented in STAAD to go from AISC 360-10 to AISC 360-16
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Visnja Davidovic asked a question in RAM | STAAD | ADINA > RAM | STAAD Forum:
Diaphragm Numbering

According to my understanding, the numbering of diaphragms is automatic and should be different for different levels. However, in the model I have, the same number 1 is assigned to each level in the model. Does this have any impact on the analysis? In...
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Faseel Khan suggested an answer to this:
Atish Das asked a question in GeoStudio | PLAXIS > GeoStudio | PLAXIS Forum:
About measuring rotation

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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- 2 months ago
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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
  4 hours ago
  
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- 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...
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Jesse Dringoli suggested an answer to this:
杰高 asked a question in Bentley 中国优先社区 > ◆ 水力学和水文学(WaterGEMS, SewerGEMS, HAMMER等):
模拟启泵失败，按照推荐方法设置好模型后，水泵转速一直为0
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- 杰高 in reply to Jesse Dringoli
  
  启泵.rar我已上传模型，请帮忙查看
  16 hours ago
  
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- 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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Seth Guthrie suggested an answer to this:
Bruce Forbes asked a question in RAM | STAAD | ADINA > RAM | STAAD Forum:
LimCon HSS Design - Steel Grade error

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
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- 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.
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Mark Stals suggested an answer to this:
Mark Stals asked a question in MicroStation > MicroStation Forum:
problem with Extrusion Solid

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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- Mark Stals in reply to Carl Myhill Suggested Answer
  
  thnx for investigating this
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Marta Gauraca edited this:
Stephen Evason in OpenGround | gINT | Keynetix > OpenGround Wiki:
Professional Release Notes
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
- Fixed a bug where...
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Marta Gauraca edited this:
Stephen Evason in OpenGround | gINT | Keynetix > OpenGround Wiki:
Data Entry Release Notes
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
- Updated app in line...
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Abhisek M edited this:
Abhisek M in RAM | STAAD | ADINA > RAM | STAAD | ADINA Wiki:
Unable to read analysis data

Applies To Product(s): STAAD Advanced Concrete Design Version(s): All Environment: N/A Area: Concrete Design Subarea: General Original Author: Abhisek Mandal
Bentley Technical Support Group

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Klaudia Piekielniak edited this:
Klaudia Piekielniak in OpenRoads | OpenSite > OpenRoads | OpenSite Wiki (Polski):
Model terenu z pliku .asc
Produkt: OpenX Designer Wersja: 10 + Obszar: Teren Autor: Klaudia Piekielniak

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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Klaudia Piekielniak edited this:
Klaudia Piekielniak in OpenRoads | OpenSite > OpenRoads | OpenSite Wiki (Polski):
Tworzenie chmury punktów z pliku .laz
Produkt: OpenX Designer Wersja: 10 + Obszar: Teren Autor: Klaudia Piekielniak

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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Tesfaye K. Tilahun replied to this:
Tesfaye K. Tilahun asked a question in GeoStudio | PLAXIS > GeoStudio | PLAXIS Forum:
Plaxis design approach

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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- Tesfaye K. Tilahun in reply to Vasileios Basas
  
  Thanks a lot.
  3 hours ago
  
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