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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【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...
各位老师，我在尝试使用C++/CLI中创建winform窗体应用时，如何去添加引用相关的类库呢？如何修改mke文件？有没有相罐的教程文章呢？在MicroStationCONNECTSDK\examples\MixedMode\ElementPropertiesExample这个例子中没有涉及到窗体，仿照它写的mke文件会出现很多错误。
I get this output as a result of the calculations. Can you help me
Tanaji Gaikwad
Suggested Answer
Greetings,
There can be several possibilities when you can face these errors.
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...
Read more.The drawing is not attached, how can I attach the drawing? Can anybody help me with that?
Dear Community,
I changed the Microstation CONNECT configuration on application level by setting _USTN_HOMEPREFS to a different value. The new .upf file is used, but unfortunately the file history is not stored in the .upf file any more. Any older entries...
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我需要用shape去分割一个实体，把实体分割成俩半，用mdlSolid_subtract 分割可以得到一半，另一半需要反转shape再去分割,请问老师怎么去反转这个shape有参考代码吗？
Grateful if someone can help me. I've just purchased Multiframe version 21. I've tried it on 3 separate monitors and changed the Windows display settings but all that does is change the text font size, it doesn't increase the size of the toolbars/ icons...
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Anthony Dick in reply to Richard Campos
I have a similar issue with Multiframe 2023 (23.07.00.268) running on Win 11 (home). I can get Multiframe to look okay using the scaling on high DPI under properties and compatability - except on the plot scren where the plot image remains small and not...
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Jochelle Tumulak in reply to Anthony Dick
Suggested Answer
Hi Anthony,
I would like to inform you that this is a known issue for Multiframe 2023 and is currently under enhancement.
If you haven't already, please consider following this Wiki - Multiframe - Small Icons on 4k Screens .
If none of these works, I...
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Navisworks文件在itwin中没有地理坐标位置，revit文件默认是有位置信息，上传到itwin后有地理坐标位置，但导出到Navisworks后再上传itwin就没有地理位置了，是不支持还是需要怎么设置呢？
Yunlong Ma in reply to kejiahudie
您好，经过我们开发人员研究，更新了Navisworks文件到iTwin的connector，转换后可以将Navisworks文件展示在正确的地理位置，但是要在保存Navisworks文件时设置正确的地理坐标，然后保存NWD文件。
Marcelo_Viray_TRUSS_LOADCOMBO.STD
Abhisek M
Suggested Answer
The section L25 seems to be very less compared to the span. You may try with higher sections and it will pass. Also please check design parameters ((LY & LZ) and apply the correct ones as per requirement.
James Clyde Viray in reply to Abhisek M
can you give me some suggestions to use for my design... please
Hi,
I am new learning this software..
How can I joint this plate to make the design rectangular shape?
I am using sacs precede to draw this rectangular shape
Mukul Rakshit
Suggested Answer
Hello Nur Hanani,
Could you please elaborate which plate you want to join?
In general, when when you click on the ADD button under the PLATE tab in SACS precede, you will get to see a pop up as below.
Depending on the type of PLATE (Triangular or Quadrilateral...
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Hi ..
I want to model this hexagon floating in SACS Precede.
This hexagon side is 0.26 m and the height is 0.07 m.
It is possible or not to model the hexagon in SACS Preced?
Mukul Rakshit
Suggested Answer
Hello Nur Hanani,
What type of element you want to create with the hexagonal profiles? Apparently, it seems to be plates. In such case, please explore the options given under the PLATE tab in precede module.
Based on your requirements, you can use them...
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What are the common troubleshooting procedures I should follow before submitting a help ticket?
SolutionWhen a SACS analysis fails, it can be difficult to identify why the analysis...
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What is the difference in transfer function between when generated in Wave Response and generated in Fatigue?
SolutionWave Response can generate transfer function plots for internal...
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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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