Revit 2015 to RAM concept
Hi AllCan you export a floor plate from Revit 2015 to RAM concept??
View ArticleRE: ***WARNING - INSTABILITY AT JOINT ***NOTE - VERY WEAK SPRING ADDED FOR...
Pointing to main three observations - 1. The structure is defined as "STAAD TRUSS", thereby defining all the members of the frame as Truss member. This is creating instability issues in the structure....
View Article***WARNING - INSTABILITY AT JOINT ***NOTE - VERY WEAK SPRING ADDED FOR STABILITY
Hello, is my first time using Staad and I have some questions, I ran my report and I had some problems, this is a scholar work, I'm learning to use this program.What I need to do to solve this warning...
View ArticleRE: regarding beam schedule from staad output
You can use the OpenSTAAD functions to extract the required member information to excel file. You need to create your code in any language (for example, VBA in excel) using the relevant OpenSTAAD...
View Articleregarding beam schedule from staad output
hello guysi would like to know how to get column and beam schedule in excell from staad output report file.if there is any other software to get it done please let me knowthank you
View ArticleRE: determine axial load
If the column member is supported at the base plate level, you can use the support reaction to get the base plate design force. Else you can go to Post-processing > Beam > Force page and check...
View ArticleRE: ***WARNING - INSTABILITY AT JOINT ***NOTE - VERY WEAK SPRING ADDED FOR...
You can go through the following post for a detail discussion on instability warning messages--communities.bentley.com/.../2046.staad-pro-instability-and-zero-stiffness-faq
View ArticleRE: STAAD Foundation Advanced - conversion from .afs to .sfa
Not able to see the screenshot. Can you please attach it ? Also which version of STAAD Foundation Advanced software are you using ? Is this happening for all afs files ? I have attached a .afs file ( a...
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STAAD Foundation Advanced - conversion from .afs to .sfa
This conversion from .afs to .sfa is not working.Below is a screen shot of the Input Error that is generated.Please help with resolution of this issue.
View ArticleRE: How to convert Vertical DL to Lateral Loads (x & z directions) with a factor
Thank you. You are RIGHT. Use Notional Load to convert vertical load to Lateral Load with any factor
View ArticleHow to convert Vertical DL to Lateral Loads (x & z directions) with a factor
HI,How to convert Vertical DL to Lateral Loads (x & z directions) with a factor. In my shipping/transportation load condition, I need to combine: Equipment dead weight with 0.3 lateral loads of...
View ArticleRE: Built up section design
1. No. STAAD.Pro designs the section assuming the weld is strong enough to withstand the worst member load. 2. You may consult text books/references on design of built up sections 3. I would avoid...
View ArticleRE: RAM CONNCEPT: MODULE OF CONCRETE
Thanks Mr Seth for you answer, That means, with C30/37 - if we choose Ec Calc = Code, Ec = 33000 MPa follow Ec2 equation - if we choose Ec Cals = specified Ec, we can put our value into User Ec
View ArticleRE: STAAD.Pr0 SS6 20.07.11.45 MFC Error
The solution will be available in next 2-3 days. In case of an immediate solution, we can run the model, zip up all the output files and post it in a FTP site from where you can download it. Please let...
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STAAD.Pr0 SS6 20.07.11.45 MFC Error
Hi, please help.I am getting the following error, during analysis....
View ArticleRE: JOINT WEIGHT
Dear sir i has already check the material property plate thickness, material concrete .but how i can check the reinforcement section in retaning wall
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determine axial load
i want to know how do i get the axial load in staad pro. post-processing for the design of column base plate.(in peb structure)
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