RE: Ram elements concrete wall warning #72 and #71
This is addressed on the following wiki: communities.bentley.com/.../7966.aspxSome potential work-around options are there as well.The problem can affect Ram Frame analysis or Ram Elements and also...
View ArticleRam elements concrete wall warning #72 and #71
Ram elements concrete wall analysis and design warnings #72 and #71
View ArticleSTAAD(X) Tower
While I was performing the Load Generation, load groups 6 and 7 indicates an error message. Please help ASAP I don't know why. I have attached the file for your review. Thanks.
View ArticleRAM ISM Import Deletes Grids
When creating a new repository from Revit via ISM we have transfered levels, grids, columns, and beams to RAM SS. The model information including the levels and grids is imported correctly into RAM,...
View ArticleRE: STAAD Foundation Add Region Button is Missing
Deleting the aforementioned registry keys and reinstallation may be helpful. Please try that.
View ArticleRE: STAAD Foundation Add Region Button is Missing
Even that does not work try to reinstalled the program and check if that works.
View ArticleDiaphragm action for seismic analysis
How to consider the diaphragm action of slab in the analysis for seismic loading?
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RE: Diaphragm action for seismic analysis
Please refer to the following section of Technical Reference Manual:
View ArticleRE: STAAD Foundation Add Region Button is Missing
If the solution doesn't work, please send us the model.
View ArticleRE: STAAD Foundation Add Region Button is Missing
If the model is too large then please upload the file to our ftp site. Please zip the file before you upload it. Also please let me know the file name when you upload the file. Please note, the ftp...
View ArticleRE: fundamentals period T
Hi Sye,I have not heard from you yet. Would you please help me to the questions I posted on 1/16/2014?I appreciate your help. Have a nice weekend!
View ArticleRE: some question for concrete design in staad pro
thank you for your reply , but another two quesition is still not resolvedcan you help me?
View ArticleRE: RAM ISM Import Deletes Grids
That should not be happening. Can you send me the models?Regards,Steve
View ArticleSTAAD(X) Tower
Help please. After I click on the Load Cases and then the Primary Load Case Generator, the screen that pops up is blank. Where did I go wrong, please somebody help real fast because I'm trying to wrap...
View ArticleRE: STAAD(X) Tower
The problem was that there was no dead load group in the file. All load groups were wind load groups. You may have inadvertently deleted the dead load group. If the Primary Load Case Generator is used...
View ArticleRE: some question for concrete design in staad pro
The strength reduction factors are already coded in the program and are as per the ACI 9.3.2. User cannot define that. As Biswa mentioned, the MMAG needs to be calculated based on guidelines provided...
View Articlesome question for concrete design in staad pro
i have some questions to inquire ,see below:1. How to define "strenght reduction factor ：Φ （R9.3.1 in ACI318-05) " in staad pro2.How to determinate Parameter "MMAG" for designing concrete in...
View ArticleHow are MpM and MpN calculated in RAM connection?
How are MpM and MpN calculated in RAM connection for base plate flexural yielding due to bearing? I am designing a column with a large moment. I am following AISC's Design Guide 1, but I cannot get my...
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RE: fundamentals period T
The time period calculated as per the Rayleigh method is printed as part of the analysis output file as shown nextYou are correct. The table 12.8-2 would yield the same value for X and Z. So Ta would...
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