SP3D - STAAD - SP3D model transfer
Hi,I have successfully transferred SP3D model to STAAD using CIS/2 transfer.Now how do I transfer back STAAD model to SP3D?Thank you.
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Cold formed steel sections: STAAD.Pro
hello support,1. We need to use C40024 and C40030 sections, is it possible to input them into the library ?2. For Type Specification can not choose D(Double Channel back to back) and BA(Double Channel...
View Articledesign forces and moment
after analyzing a r c building what forces and moments need to be considered to design the basic strcutural elements .How to consider a moment for beam ,axial force for column ......pls reply
View Articlei can not find chinese library on Limcon 3.63.2.6, how i can download it ?
i can not find chinese library on Limcon 3.63.2.6, how i can download it ?
View ArticleImport Foundation Input from a Microsoft Office Excel® spreadsheet to...
Hi, I tried to import the support information in StaadFoundation Advanced using the spreadsheet posted in the forum, but the software report that is not in correct format, please could you post a new...
View ArticleMax Live Load Reduction
I am using RAM Concept's live load reduction capabilities and have noticed that the "Max Live Load Reduction" is set to 40% as a default.IBC allows a maximum reduction of up to 50% per 1607.10.1. Is...
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RAM Structural Systems Model No Longer Running
I was working on a RSS model that suddenly stopped working.I get this error:This happened after I deleted the USR file that causes my file to not be able to open.Let me know if I can get my model...
View ArticleSTAAD v8i6 to Tekla 2016 Export
HiDoes anyone tried to export a staad file to Tekla 2016?Procedures and set-up are much appreciated.I tried export then import. I am also looking for loads and load combination to be exported to tekla...
View ArticleSTAAD Directory
Hi.I am using STAADPro v8i6 (latest version) and Tekla 2016 with x64 PC.Does anybody know where is the location of these files staadRead.dll and staadread.tbl?I am following a procedure from this...
View ArticleTechnical query: Connection issue of perpendicular wall plate elements with...
Hello sir,I have been modelling an elevated service reservoir in STAAD Pro V8 SS5 whose tank is surrounded by 4 core walls 6 m high at the top which need to be connected with the tapered cylindrical...
View ArticleBuckling mode shapes
When performing a buckling analysis, how is the shape viewed? I see the buckling load factor can be seen in the output file but there is no buckling mode shape tab in the post processing GUI. STAAD...
View ArticleI have problem when installing STAADpro.
I have try install. in step 1 until 6 are nothing problem. but when step 8. in Connection Client was fail, error 2147023746. what must i do, and why it was happened?
View ArticleProcess to design a building
suppose I want to design a building and get its Reinforcement details:-Firstly , I would model it in staad pro then it wud be analyzed. then I wud export the analysed file to a detailing software like...
View ArticleApplying floor loads to displace the location of the CG?
Hi,I am modelling a steel structure for which the weight and center of gravity are known. The objective is to check the reactions on the supports and to verify the overall structural integrity.I have...
View ArticleROD Bracing design in STAAD
Is there any Provision to design ROD Bracing in STAAD. If there is provision what will be procedure to design Single & Double ROD.
View Articleneed to Create a icon/button in toolbar so that I can run my Macro's directly...
I have some basic macros to select beams and nodes ... Everytime i'm using Tools -> User Tools to run it.. Instead I want to create a button to trigger that macro. Please help to sort out this problem.
View ArticleHow to get results of response spectrum analysis in terms of graphs in STAAD
i want the response spectrum analysis results in graph plots for example Acceleration Vs Time Displacement vs. Time Velocity vs. time can we get this type of results in staad by response spectrum...
View ArticleSHOULD I INCLUDE PERFECTLY VERTICAL LOADING COMBINATION 1.5(DL + LL) FOR...
I am confused between load combinations as per IS 1893. All other load combinations as per IS 1893 are vertical + horizontal but the load combination 1.5(DL+LL) is purely vertical. There is no EQ load...
View ArticleMode Shape
After analysis my model I get various mode shape.I cant understand the behavior of mode 3.I want to know what type of mode shape it is?it has no contribution in my analysis result.so what is the...
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Intel HD Display Driver stopped responding and has successfully recovered
Sir, I have problem in staad.....it's run very well in windows 7 and windows 8 but when run in windows 10 it gives Intel HD Display driver error.......and what's that solution it ???
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