Design as per Response spectrum results.
In an article on “Use of Signed response quantities in Response Spectrum Analysis –A Case Study “ by Mr. Sanjib Das Product Specialist, Bentley Systems it was stated that Instead of using the usual...
View ArticleRE: BUCKLING CHECK ANALYSIS-STAAD PRO
dear sir, can i perform buckling analysis in a 3d roof truss system under udl loading ? i get the message *Warning THE LOADS IN CASE 10 ARE IN THE OPPOSITE DIRECTION TO THE LOADS THAT WILL CAUSE...
View ArticleBUCKLING CHECK ANALYSIS-STAAD PRO
Please help me..i m still newly user with this software..and i m already out of idea how to solve it..can anyone help me how can i do my buckling analysis of my concrete tube length 36 meter and...
View ArticleRE: BUCKLING CHECK ANALYSIS-STAAD PRO
Yes you sure can. The message means that you need to reverse the direction of applied loads for load case 10, for the structure to buckle. One way of doing it is to create a REPEAT LOAD case ( say LOAD...
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RE: Error Query
Check this post for starters: (assuming you are talking about Ram Structural System)
View ArticleError Query
Hello Can anyone assist with the following error. 'Fatal Error. Internal Error in PutNodeInList'? The model has no issues when I check the framing but this error appears when I try to generate a slab...
View ArticleRE: Buckling Analysis
Answer is posted atcommunities.bentley.com/.../25175.the-loads-are-in-the-opposite-direction-to-the-loads-that-will-cause-buckling
View ArticleBuckling Analysis
Hi,when I perform buckling analysis in STAAD using standrad engine, I get a warning (please see attached foto).**WARNING- THE LOADS IN CASE 1 ARE IN THE OPPOSITE DIRECTION TO THE LOADS THAT WILL CAUSE...
View ArticleRE: Use of reference load command when having to move certain machinery at...
Although I am not sure about what seminar you are referring to, the following client server article should explain how to use the reference loadscommunities.bentley.com/.../4014
View ArticleRE: Design as per Response spectrum results.
Once you define a mass type reference load, there is NO NEED to add seismic weights as part of the seismic definition. So the following command is good enough DEFINE 1893 LOAD ZONE 0.24 RF 5 I 1.5 SS 2...
View ArticleRE: Design as per Response spectrum results.
Thanks Mr.Sye for clearing my doubt. By doing so it reduces the laborious inputing the joint weight, member weight, element weight etc repetitively. But mass load needs to be added for the response...
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RE: Load combination Code in STAAD.pro V8i
I have got a write access to the ....\USEnglish folder but it did not help. The program did not store newly created code. I could not even find any of the .ini files for existing codes. Only file I...
View ArticleRE: Error with Connect?
FYI, we are building a new version of CONNECTION client to use. In case others have the same problem ("Some other error" when saving or associating models to projects), reply to this post or file a...
View ArticleRE: Load combination Code in STAAD.pro V8i
The fact that you are not able to see any other ini files although these load combinations appear within the "Edit Loading Rules for Auto Load Combination Generation" dialog box, indicates that the...
View ArticleLoad combination Code in STAAD.pro V8i
How can I add Load combination Code (exmp. AASHTO) for auto load combination?
View ArticleDisplay Intermediate Values of Member Actions Diagrams in Microstran
Afternoon All,This question might seem trivial but I have searched Bentley Communities and the help manual and have not come across anything. I am modelling basement retaining walls using Microstran...
View ArticleRE: Design as per Response spectrum results.
If you are asking how to apply the DOM and the IMR commands, here is a simplified version of the model with these incorporated. Of course you do not need to have all of these in the same model but this...
View ArticleRE: Steel model compairason for several loading scenarios
As of now, although you can have a set of loads each representing a certain loading condition and have these analyzed, comparing results is pretty much a manual process. However there are some exciting...
View ArticleSteel model compairason for several loading scenarios
Hi,I was wondering if inside STAAD Pro theres a way to compare the results of one models with different load scenario, For example reactions, deflections, ratios etc. My idea is to have a structure,...
View ArticleRE: BUCKLING CHECK ANALYSIS-STAAD PRO
Mr. Sye My query is especially meant for you. You have advised to reverse the direction for load case 10. The designer is only getting a warning to verify whether the load in case 10 has been correctly...
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