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...
Read more.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...
Read more.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...
Read more.Sure ill try .Thank you
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...
Read more.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...
Read more.Hi Satish,
Thanks for your help, but What should I fill in these fields now?

Regards
Hi Nhan,
You can follow the steps in below Wiki Link on how to create Project Database.
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...
Read more.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...
Read more.【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
Read more.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
When tracing rooms you may find that rooms above/below are displayed, even though 'Show Floor Only' has been selected.
Me... Read more.【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...
Read more.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...
Read more.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
Read more.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

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
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...
Read more.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...
Read more.We want to weld the Pipe Legs directly to the bottom korbbogen type head without pad, is it possible? (used AD 2000)

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...
Read more.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...
Read more.【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...
This was answered here: cant generate load even after specifying separate FLOOR LOAD GROUP - RAM | STAAD Forum - RAM | STAAD | ADINA - Bentley Communities