Unbraced length for Member with Beta = 45 degrees
I have a braced frame where the two columns are rotated with beta = 45 degrees. I am trying to figure out how to apply unbraced lengths parameters for the global axes. I know it's not correct to use LY...
View ArticleSTAAD GIVING DIFFERENT RESULTS ON DIFFERENT PCS?
I HAVE DESIGNED A STRCUTURE IN MY PC AND WHEN I ANALYZED IN MY PC IT PASSED WITH NO MEMBER FAILING. BUT AS SOON AS I ANALYZED IN ANOTHER PC IT SHOWED ME FAILED MEMBER. THE STAAD FILE BEING SAME, KINDLY...
View ArticleP - Delta analysis in Staad
Hi,Can you please tell,1) how do we perform p-delta analysis when we have dead, live and moving loads?2) Is it possible to analyse only selected members with p-delta analysis option instead the whole...
View ArticleReinforced Concrete Tank Design
Hello, I am interested in modeling a reinforced concrete circular storage tank that is supported by a slab. This tank will also have a concrete dome on the top. Is is possible to design this in STAAD?...
View ArticlePlate Stress Not Visible on Model - STAAD Foundation Advanced
I am currently using STAAD Foundation Advanced v8.2.0.31. I decided to use one of the SFA example foundations to learn how to design a mat foundation. Under the US Codes folder I opened up the file...
View ArticleDesign of Tapered members as per AISC 360-05/10 may be incorrect in earlier...
This should be a quick question to answer... it is noted here...
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Pipe Rack + Vertical Vessel Slab design in Staad Pro
Dear Community, I´m designing a slab foundation mat for a pipe rack and some vertical vessel, I have already designed the structure with STAAD Pro, and now I’d like to attack the model some plates...
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Advanced Analysis License
What is the difference between STAAD Advanced Analysis Plus license and the STAAD.Pro Advanced license? Attached is a picture from the license management tool. Thanks.
View ArticleRamconcept Load history deflection due to pattern loading
G'Day,Just wondering;Does Ramconcept included effect of pattern loading in longterm deflection (Load history deflection)?Regards,Saqib
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RESULT DISCRIPENCY BETWEEN SS5 Vs SS6
Hi Bentley,i have deigned a same beam in both SS5 and SS6 but results are varying. please have a look in attachment for discripency and please clarify wheather SS6 still having bugs?Best regards,Arun S
View ArticleCircular Base Plate design in Ram Connection
Can Ram Connection Design a Pipe Column Circular Base Plate with a Circular Anchor bolt Pattern? If not are there any suggestions on how to model in staad?
View ArticleDo I need to set UNL parameter for members 164 to 165 or is my model done...
Hi,Just wondering if I need to do anything to the model below in so far as the UNL of the members 164 to 166 and similar beams are concern? Or is my model setup correctly?If I do need to setup UNL for...
View ArticleRAM Elements - Wide Flange Torsion
Trying to design a wide flange beam with an applied torsional load in RAM Elements. I swear I used to be able to do that, but it is no longer accounting for the torsional load in the steel design. Has...
View ArticleRam Concept to Structural - Loading
This is a multiple part question...I'm building a concept model and applying my loading in concept. I'm able to transfer the loads from concept to structural and have the reactions from a single story...
View ArticleRam Elements - How to change number of elements that Ram uses for each element
Ram uses say 5 "sub-elements" per element shown in the model. How do I change this number (without segmenting the element)?Thanks!
View Articlestaad advanced foundation - mat foundation
we are designing a Pile cap using the STAAD advanced foundation by creating a mat foundation with piles below it.we are using mat foundation since we want to design combined pile cap for two...
View Articleautomatically update of the results plots
In staad, after analysis, we can get the figures (for instance, UCs plots) with the "camera", then we can export them into a report. But if we update the inputs file, all the results might be different...
View ArticleChinese Code not supported under Staadpro CONNECT Edition.
Hi,Was trying out the trial version of Staadpro Connect Edition but the Chinese design code is not supported. Is the only to design to Chinese code is by using the application SSDD? Thanks.Chong
View ArticleRAM Concept - Load History Analysis
Hi,the Load History long term deflection is calculated in three steps:Maximum Short Term Load (Duration=30 days; Total age=33 days)Sustained Load (Duration=5000 days; Total...
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