RE: Deflection check not performed
The load cases for which you would like to check deflection or drifts would be added to the serviceability envelope whereas the load cases for which you would like to do the strength checks ( factored...
View ArticleDeflection check not performed
Hello,I have a query regarding deflection check. I use the parameter DFF 360 to a steel structurebut when I analyze and run. The output showed me a warning were deflection check were not performedto...
View ArticleClik here to view.
RE: how to download RAM software
You or your company must have a Bentley SELECT Contract in place in order to access Bentley SELECT services and download software. Furthermore the person who logs in to download the software needs the...
View Articlehow to download RAM software
I want to attend the webinar on 2nd august.For that it is mandatory to install RAM softwrare.Please guide me to install RAM software.
View ArticleRE: Bridge superstructure load rating
Is this for AASHTO design of a steel bridge? Â You might want to look into using LARS which is the Bentley software for bridge load rating. Â
View ArticleClik here to view.
RE: How can I install STRUCLink and Pipelink?
Hi Steve, Yes, the problem was solved. Thank you so much.  Sincerely, Abelardo Domingo,P.Eng.…….              51 Station St.,  Sperling, MB R0G 2M0Ph. 204.626.3401    I    F....
View ArticleRE: Bridge superstructure load rating
they are AASHTO design. I would really like to be able to use one software for many things. I will really appreciate your guidance. Thank you
View ArticleRE: How to change direction of seismic load in STAAD Pro?
The response spectrum loading represents seismic acceleration applied at the base of the structure and this dynamic loading would vibrate the structure in both directions. The nature of RSA is such...
View ArticleRE: Bridge superstructure load rating
I have attached a std file with moving load generation using a HS20 truck ( modified the Example 12 ). You can find more details on moving load generation as part of Help > Contents > Application...
View ArticleBridge superstructure load rating
I am trying to perform a bridge load rating (HS20) using staad pro. Could you give an example to follow?Thank you
View ArticleRE: Where do i go to install the most recent updates for ram?
Please refer to the wiki below. Although the wiki shows Microstation as the product but the same process is applicable for downloading any Bentley product including RAM...
View ArticleWhere do i go to install the most recent updates for ram?
Trying to update my versions of ram concept and elements but i can't find a link to download the update.
View ArticleRE: Deflection check results in SS6
The Limit : 0.656 refers to the allowable value ( in cm ) which should be obtained by dividing the Deflection Length (L) /360. As per your screenshot, it seems like your physical member is 6m long and...
View ArticleClik here to view.
Deflection check results in SS6
I had analyzed and designed the member in staad ss6. On checking the output I found it in a different format unlike Staad SS3. So could u please explain the highlighted terms in the sketch below as I...
View ArticleRE: Mx, My and Mxy
Unfortunately there is no way to do it in the software. You have to do it manually.
View ArticleRE: How to change direction of seismic load in STAAD Pro?
That was my initial assumption too. But applying a negative factor for the Seismic L/C in the Load Comb only negates the results of the Seismic L/C, I'd expect that the Load Comb 100's deflection would...
View ArticleHow to change direction of seismic load in STAAD Pro?
Hello everyone,I'm trying to understand the Seismic Loads using SRA in STAAD.The Code Goes:STAAD SPACESTART JOB INFORMATIONENGINEER DATE 28-Jul-16END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT...
View ArticleFile staad pro.
Hi everyone!I'm studying about stadd pro v8i, it's very interesting and I'm curious about it.I really want to see the the real project about stadd pro to see and study. If you guys have one please give...
View ArticleClik here to view.
RE: Deflection check results in SS6
In the earlier versions I used to place the DFF command before specifying the DJ1 & DJ2 but as per your instructions I have placed DJ1 & DJ2 above the DFF. But the results haven't been affected...
View Article