Design tab - Define Parameters for TB
Hi All,I have a a request from client to set the design capacity of the beam and column to elastic capacity meaning - py*Z. We are still using BS code and for staad it is designed to plastic capacity....
View ArticleTRIAL VERSION / DEMO VERSION
Hi I would like to ask if where can I download the Trial versio of STAAD.pro? and another question, is it possible to intall a trial version if they already used trial version in the past .. thanks
View ArticleRE: Mass source in Response spectrum WARNING MESSAGES !!!
Thank you Sye for your continuous support,I will follow what you mentioned and I was using SS5 , but I will move to SS6 as you recommended .. attached my model for your inspection , please if you have...
View ArticleMass source in Response spectrum WARNING MESSAGES !!!
Dear all, I was working on a STAAD model of steel structure of a building , and I got few warnings I would like to understand how to deal with it :1- *** warning *** dynamic masses in global x y...
View ArticleRE: RAM Connection Copy function
Thanks, Seth. Looking back, 3+ years after the initial comment, I would still say that true copy functionality would be what would speed up my day to day connection design tasks the most.
View ArticleRAM Connection Copy function
When you copy a joint in RAM Connection, it only copies the joint, and not the connection. So when I want to have 2 calcs for similar conditions (i.e. 3/4" bolts vs. 1" bolts), I have to manually...
View ArticleCheck Flexural yielding in moment connection
Dear ,I want to ask in the attached file as when the Ram connection calculate Y for yield line it didn't take the equation as it is in design guide 16in the attached file I took print screen from the...
View ArticleRE: Limit on STAAD Input File Size
Thank you for your prompt answer. Looking forward to the advanced editor working better for larger input files. We are using the legacy editor for now.
View ArticleLimit on STAAD Input File Size
Hello,I found a recent post stating the following limits for STAAD models:1.Joint number 1 to 999999 2.Number of joints: 2000003.Member/Element numbers: 1 to 999999 4.Number of Members, Plates, and...
View ArticleRE: Design tab - Define Parameters for TB
Please ensure that TB is set to 1 and is specified before the CHECK CODE command as shown next ... PARAMETER 1 CODE BS5950 ... TB 1 MEMB 1 TO 5 CHECK CODE MEMB 1 TO 5
View ArticleRE: TRIAL VERSION / DEMO VERSION
Instructions for downloading any Bentley product is the same and is available atcommunities.bentley.com/.../4971.software-download-instructions However you will need to have the download rights. You...
View ArticleRE: multistorey building
The entire set of files are uploaded in a zip format atbentley.sharefile.com/d-s2d81c1d344e464c8 I would recommend you to get the latest version of STAAD.Pro ( 20.07.11.70 ) and the license for the...
View ArticleRE: RAM Elements, STAADX
We will have another release of Ram Elements, at least one more. Exactly what features make that release and when it comes out I don't have nailed down yet, but we are not abandoning our long time Ram...
View ArticleRAM Elements, STAADX
I have been a user of RAM AdVanse, RAM Elements from the time it was introduced by RAM International (before Bentley). I was always very satisfied with this software and support from RAM...
View ArticleRE: Problem with DFF command not check in steel design with STAAD Pro SS6...
We investigated the issue and found that deflection check as per AISC 360, IS 800, S16-14 codes are always reporting last load case in the serviceability envelope as critical load case for deflection...
View ArticleRE: Deflection in the rafters.
Yes ... for checking whether the deflection in a member satisfies limits like L/240, L/360 etc. you would look at local deflection. Your understanding of the color coding for the local axes is correct....
View ArticleRE: Problem with DFF command not check in steel design with STAAD Pro SS6...
Thanks sye. Appreciate your reply in this regards. I would like to request you to inform or mail me whenever the update is released. My contact is askannancivil@gmail.com
View ArticleProblem with DFF command not check in steel design with STAAD Pro SS6 built...
Please see STAAD input command below. I try to change DFF parameter in any value (not 0) but the result still show all member pass all code check.Please verify if I'm wrong...Best regard.STAAD...
View ArticleRE: Design tab - Define Parameters for TB
Hi, I did what you suggested but the check is still based on plastic capacity. I did a test on a simply supported beam and my input as follows. Please advise. PERFORM ANALYSIS PARAMETER 1 CODE BS5950...
View ArticleRE: RAM SS - Response Spectrum Analysis according to AS1170.4
Seth, If RAM SS is capable of doing dynamic analysis according to Australian Standards then we expect to see clear procedure outlining scaling (I/R - refer my previous post) and any other adjustments...
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