Modestas suggested an answer to this:
Akash Vasudevan asked a question in RAM | STAAD | ADINA > RAM | STAAD Forum:
cant generate load even after specifying separate FLOOR LOAD GROUP

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...
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- Modestas Suggested Answer
  
  This was answered here: cant generate load even after specifying separate FLOOR LOAD GROUP - RAM | STAAD Forum - RAM | STAAD | ADINA - Bentley Communities
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Akash Vasudevan replied to this:
Akash Vasudevan asked a question in RAM | STAAD | ADINA > RAM | STAAD Forum:
cant generate load even after specifying separate FLOOR LOAD GROUP

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...
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- Modestas Verified Answer
  
  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...
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- Akash Vasudevan in reply to Modestas
  
  Sure ill try .Thank you
  14 minutes ago
  
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Andy Foulds asked a question in MicroStation > MicroStation Forum:
One for the beginners.. move proportionally

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...
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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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Satish Saptasagar suggested an answer to this:
Nhan Nguyen Ha Ngoc asked a question in OpenUtilities > OpenUtilities Substation | Promis.e Forum:
Why can't I find electrical in the Workflow bar?
- 6 days ago
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- Nhan Nguyen Ha Ngoc in reply to Satish Saptasagar Suggested Answer
  
  Hi Satish,
  
  Thanks for your help, but What should I fill in these fields now?
  
  Regards
  7 hours ago
  
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- Satish Saptasagar in reply to Nhan Nguyen Ha Ngoc Suggested Answer
  
  Hi Nhan,
  
  You can follow the steps in below Wiki Link on how to create Project Database.
  
  Creating and Updating the Project Database - Substation CE
  
  Product(s): Substation CONNECT Version(s...
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  35 minutes ago
  
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Ian Leighton suggested an answer to this:
Durga Rao Dudi asked a question in MicroStation > MicroStation Forum:
Converting 2D Isometric Drawing to 3D Modeling

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...
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- 6 hours ago
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- Ian Leighton Suggested Answer
  
  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...
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Cindy Yu edited this:
Xiongfei Zhao in Bentley 中国优先社区 > 技术资料库:
OpenPlant Modeler V8i新版本功能介绍

【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
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Bharath Ramanath asked a question in RAM | STAAD | ADINA > RAM | STAAD Forum:
how to determine stiffness of the building

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
Shane Regan edited this:
Shane Regan in OpenBuildings | AECOsim | Speedikon > OpenBuildings | AECOsim | Speedikon Wiki:
Show Floor Only Not Working
Product(s): OpenBuildings Energy Simulator Version(s): CONNECT Edition Area: Building Modelling Overview
When tracing rooms you may find that rooms above/below are displayed, even though 'Show Floor Only' has been selected.
Me... Read more.
Cindy Yu edited this:
Cindy Yu in Bentley 中国优先社区 > 技术资料库:
15 其他

此部分为V8i版本产品的内容。
Cindy Yu edited this:
Yichen Gong in Bentley 中国优先社区 > 技术资料库:
OPM如何添加及修改轴网

【问题描述】

OPM如何添加及修改轴网

【解决方案】

1. 添加轴网参考路径 (OpenPlantExample\WorkSets\Metric):

'C:\ProgramData\Bentley\OpenPlant CONNECT Edition\Configuration\WorkSpaces\OpenPlantExample\WorkSets\Metric\WorkFiles\Grids\GridModels.dgn'.”

2. 选择已经建好的轴网模型, for...
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Modestas suggested an answer to this:
RanjithKumar Sekar asked a question in RAM | STAAD | ADINA > RAM | STAAD Forum:
Facing problem in Importing AutoCAD 3D solid to STAAD Pro

Good day to all..

I am designing steel reducer pipe in STAAD Pro 2023, for that the 3D solid model is prepared in AutoCAD and saved in .DXF file. DXF file is not reading by STAAD Pro while importing.

.DXF file is attached for your perusal. Kindly provide...
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- 22 hours ago
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- RanjithKumar Sekar in reply to Modestas
  
  Please find attached 3D Face and without curved circular pipe DXF file. The attached file also not import to STAAD pro. Kindly give me solution for the same.AutoCAD 3D face.dxf
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- Modestas in reply to RanjithKumar Sekar Suggested Answer
  
  I can only see a 3d EXCAVATION entity in your last DXF file. Here is a sample DFX file where Pipe is modeled from 3D Faces (it was created in STAAD.Pro and then exported into DXF format).Pipe model.dxf
  
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Cindy Yu edited this:
Yichen Gong in Bentley 中国优先社区 > 技术资料库:
结构建模时出现缺少字体问题

【问题描述】

结构建模时，报错出现字体问题

【解决方案】

需要添加相关字体 arial.ttf

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Vlad Grigoras answered this:
baocheng 苑 asked a question in LARS | LEAP | OpenBridge | OpenTunnel | RM > LARS | LEAP | OpenBridge | OpenTunnel | RM Forum:
How to place staggered bolts in an open tunnel

How to place staggered bolts in the open tunnel? If anyone knows, please tell me, thank you
- 1 day ago
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- Mark Plum in reply to MarcosBeier
  
  Marcos:
  
  I am not a direct user of OpenTunnel or OpenBridge, but I personally appreciate your help in these forums. Your information here is quite exceptional!
  
  Best Regards,
  
  Mark
  1 day ago
  
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- Vlad Grigoras Verified Answer
  
  In the current OpenTunnel market version, 2022R2 there is no direct option to place the rock bolts in a staggered manner. One workaround is to place 2 tunnels over the same distance with a different configuration for the rock bolts. From the project tree...
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Cindy Yu edited this:
Yichen Gong in Bentley 中国优先社区 > 技术资料库:
OpenPlant-常见问题

01-常见问题和使用技巧

02-常见错误信息

03-其他
Vlad Grigoras edited this:
MarcosBeier in LARS | LEAP | OpenBridge | OpenTunnel | RM > LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki:
OpenTunnel Designer: Tunnel Catalog/Tunnel Templates

OpenTunnel Designer has an extensive library of templates for conventional and mechanized tunnels, portals, shafts, and rooms as well as material definitions and excavation tracks. The users can find the templates in the Catalogs groups, as listed below...
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- 1 day ago
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Yashar BADIENIA asked a question in AutoPIPE > AutoPIPE Vessel Forum:
Legs Design

We want to weld the Pipe Legs directly to the bottom korbbogen type head without pad, is it possible? (used AD 2000)
- 1 hour ago
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Modestas suggested an answer to this:
ravali chintha asked a question in RAM | STAAD | ADINA > RAM | STAAD Forum:
Regarding failure of beams (utilization ratio)

hi,

I have modelled a steel platform in staad pro connect edition and some of my beams are failing . When i see the cause of failure in design results table it is showing that it has failed in clause EqH1-1b .

can someone help to see where to check this...
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- 3 hours ago
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- Modestas Suggested Answer
  
  This is an equation from AISC 360-16 design code. I can see that some beams are failing the code check for the Primary Load Cases. Usually, Primary Load Cases are not considered during the design as it cannot act as a standalone loads in reality. So for...
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Cindy Yu edited this:
Cindy Yu in Bentley 中国优先社区 > 技术资料库:
如何自定义管线号的显示规则

【问题背景】

在OpenPlant Modeler中，有时根据项目需要，需要自定义管线号的显示规则。此篇wiki以管线号的显示规则为<区域，介质，管号，管道规格，管道等级，保温符号>为例，为大家介绍具体的操作方法。

【操作步骤】

1.加载OpenPlant Project Administrator CONNECT Edition软件。

2.选择对应的工作空间以及工作集，选择OpenPlant Modeler,点击设置，选择表达式编辑器。

3.点击Pipeline，选择NAME。将表达式修改如下...
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- 1 month ago
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Cindy Yu earned the Know-it-all I achievement.
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