Mass Participation is not showing more than 90%
I am doing dynamic analysis, but my model is not showing Mass participation correclty, need help[View:/cfs-file/__key/communityserver-discussions-components-files/5932/std.std:940:0]
View ArticleRE: Change Command and Material Properties
Thanks for the response, but I received a few errors message when I opened that file. I think I found a solution. After a CHANGE command you have to create a new material property for the braces. You...
View ArticleChange Command and Material Properties
Is it possible to alter which material is assigned to a set of members after using the CHANGE command? I'm attempting to do an expected strength analysis per AISC 341-10 section F2.3 by altering the...
View ArticleRE: introduction of expansion joint and bearings
If you want to do properly simulation of the two beam sections where one is sitting on top of another orthogonally in such as way that the bottom surface of the beam is connected to the top surface of...
View ArticleRE: staad foundations advanced
Hi Sujoy, I did as you suggested - uninstalling SFA and CC and installing the latest version. However, I had exactly the same problem.
View ArticleRE: RAM 3D Viewer only works after Print Preview
If you right click on the desktop shortcut for RAM SS (or Ram 3D viewer) do you have an option to "Run with graphics processor" followed by 2 or more options? If so, try each option and let me know the...
View ArticleRAM 3D Viewer only works after Print Preview
I have a user with a brand new Dell Optiplex with the latest drivers trying to open RAM models to view with the 3D Viewer v14.07. When he tries to open a model, it appears to work correctly, no error...
View ArticleRE: Create User Table from File
Yes you can. You can simply type the data in a text file following the format appropriate for the section type. These formats are provided at section 5.19 of technical reference manual. A text file...
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Ram connection - Tapered section
Dear sir, I tried to design base plate for tapered section after analysis from staad pro by using RAM connection. But i showing only I shapes are allowed for columns. So is there any solution to...
View ArticleRE: How To get Proper Result in Staad Output Viewer or Report or Staad...
Hi Rupam, My apologies for the long delay in response. However, the GenerativeComponents Forum is not the Forum for STAAD questions. I have moved your post to...
View ArticleRE: How To get Proper Result in Staad Output Viewer or Report or Staad...
Please take a look in the following link which discusses on a similar issue.communities.bentley.com/.../15615.joint-coordinates-being-modified-when-model-is-moved
View ArticleHow To get Proper Result in Staad Output Viewer or Report or Staad Editor.....
When I insert any Large value in staad it automatically convert it into E+008 Form.I want my values to see as I entered.Suppose I enter a value 645673828.But in Staad it show me as 6.45673E+008 in...
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RAM Concept - AS3600 Service Design Program Glitch
Hi support team, I came across a strange discrepancy this morning when designing a two way RC flat plate. Long story short - the program wasn't considering user defined rebar when doing the service...
View ArticleRE: RAM Concept - AS3600 Service Design Program Glitch
From the screen capture, I see that you are reviewing results from Design Pass 0. This pass does not include user reinforcement, which is why the number of existing bars is shown as 0. Pass 0 was...
View ArticleRE: RC Slabs in RAM Concept
I am having this exact same issue with a model I am working on. My issue is I am modeling drop panels instead of drop caps, therefore I do not want to trim off the depth of the drop cap for the...
View ArticleRE: RC Slabs in RAM Concept
Please upload your model using the Secure File Upload link at the bottom of the page and then post the file name here after it is uploaded. Thank you.
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RE: QUESTIONS! HOW I CAN CALCULATE THE PARAMETER KX ,KY AND KZ FOR A COLUMN...
You can use the traditional approach to determine the effective length factor as specified in the AISC-unified code.There is a standard alignment chart illustrated in the AISC -360-10 code (Fig-c-c2.3...
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