STAAD Foundation Advanced 7.2
Is there an "undo" feature/tool for STAAD Foundation Advanced 7.2? If not, this would be a nice feature/tool to have.
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RE: STAAD Foundation Advanced - conversion from .afs to .sfa
I sent a reply the other day and did not realize that I needed to go through this channel. Please find below the screen shot of the error. Also, I do not know how to attach the STAAD Foundation...
View ArticleRE: STAAD Foundation Advanced 7.2
Hmm ... I am not sure why. I tried it using 7.2 and the tool seems to work from me. Try using the table as mentioned in the last post.
View ArticleSTAAD Foundation Advanced 7.2
I am attempting to use the TOOL Add Support. I was able to add three of 6 supports, then the TOOL quit working. I can no longer use the "Add Support"TOOL. The TOOL does not recognize the nodes. How...
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RE: STAAD Foundation Advanced - conversion from .afs to .sfa
Still do not see the screenshot. When you reply, look at the right hand bottom corner of the edit box and you will find an option called Advanced Reply Editor. Click on it and use the option as shown...
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RAM Structural Steel Joist Design
Hello,My question is in regard to the RAMSJI.JST joist table in RAM Structural System. I have read the only explanation I could find regarding the discrepancy between the RAM joist design and using the...
View ArticleRE: STAAD Foundation Advanced - conversion from .afs to .sfa
Open your afs file and go to Project Info inside the Main Navigator. On the right hand side, you will see general information which would have a field called Site Location. The entered data in this...
View ArticleRE: STAAD Foundation Advanced - conversion from .afs to .sfa
(Please visit the site to view this file)
View ArticleRE: Lateral Frame Design on a Building on a Radius
Thank you for the response Seth. After further testing, I found that, as you say, there is no simple fix. Since every brace is on a radial grid, each brace is oriented at a different angle with respect...
View ArticleLateral Frame Design on a Building on a Radius
I have a building that is on a radius (basically a rectangle that is curved to approximately 442' radius). It is a 3-story building with concrete floors and a membrane roof (so I am assuming rigid...
View ArticleRE: STAAD Foundation Advanced - conversion from .afs to .sfa
The site location was changed from Radford, VA to Radford VA ...just removed the " , "Modified file attached. The conversion should work fine now.(Please visit the site to view this file)
View ArticleRE: STAAD Foundation Advanced - conversion from .afs to .sfa
OK! That worked. How do I open the old file to access the Main Navigator?......Site Location?. STAAD Foundation Advanced does not allow access if it does not go past the Converter?
View ArticleRE: STAAD Foundation Advanced - conversion from .afs to .sfa
You need to use version 6.2 or older for making any edits to the afs file.
View ArticleRE: STAAD Foundation Advanced - conversion from .afs to .sfa
Sye, Thanks! I finally figured that out. Please be patient with me........I am very new at this program. I will most likely have many, many more questions/issues as I build my skills. Thanks again!
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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: RAM Concept - Software Improvement Suggestions
Thanks Seth, much appreciated. Keen to hear more about this optimisation project. I've always wondered if it were possible that if given a certain tendon layout the program could profile the tendon...
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RAM Concept - Software Improvement Suggestions
Hi Support Team, I have a few suggestions that I feel would benefit most RAM Concept users. 1) It would be very handy to have an option to set the elevation of a tendon profile point to 'mid depth.'...
View ArticleRE: RAM Frame Story Shear with Multiple Diaphragms
The name of the uploaded file is "2015-12-03 Champlin Exp Jnt Building". Thank you for your help.
View ArticleRAM Frame Story Shear with Multiple Diaphragms
I have a (2) part issue. I have a large rectangular building with 1/4" slope in 2 directions away from a center ridge. The building is structurally separated by an expansion joint down the center of...
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