RAM DataAccess: user specified sizes for lateral beams and columns?
Hi:I have an application which creates RAM models using the DataAccess COM API. I would like to manually specify column and beam sizes of lateral members and have the user specified values remain...
View ArticleRE: i am facing problem with this issue..plz help me....
once i go with concrete design then the error arise....
View ArticleRE: Error during cable analysis
But how can i define pure cable instead of defining rod. i couldn't find any option of defining cable. Can i define rod and assigning it as tension member to get the effect of cable.
View ArticleRE: Error during cable analysis
There are few in-build standard cable sections already added in Staad section database. You need to configure the section profile table for this. Please see the link...
View ArticleRE: i am facing problem with this issue..plz help me....
Hi Suman, I looked your model, it is incomplete. You need to assign load, add analysis command and then design command in the model. Can you please go through a sample model "Examp08" (located at...
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RE: i am facing problem with this issue..plz help me....
Thank you....I forget the step before concrete design I.e analysis....thank u so muchOn Friday 26 August 2016, Rajat <bounce-69A074A4-AF76-4405-A06F-4D7FA0ADE40A@communities.bentley.com> wrote:...
View ArticleRE: i am facing problem with this issue..plz help me....
Hi, If this resolves your issue, can you please click verify answer. Thank you.
View Articlei am facing problem with this issue..plz help me....
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View ArticleRE: how do i download staad pro v8i?
i am a student and i got registered to bentley at iit bombay...!! i am still not able to access the download option..!!
View ArticleRE: how do i download staad pro v8i?
Hello Suraj, Please email to prita.bhattacharya@Bentley.com with a description of the issue you are facing. Regards, Prita
View Articlehow do i download staad pro v8i?
i'm not able to download staad pro from your site. plese send me the link for the download !!and also i want to register for the training coarse for te same..
View ArticleRE: failed beams with very large uc ratio
The supports are not connected to the remaining structure, so the analysis and design results are not correct. You need to fix the model so that supports which you defined are correctly connected to...
View Articlefailed beams with very large uc ratio
[View:/cfs-file/__key/communityserver-discussions-components-files/5932/WoodChipStorage_5F00_furring2.std:940:0]Hello,Please help.Four beams failed with very large uc ratio compared to other beams.Im...
View Articleuse of generate wall/ slab connection
Dear Sir, What is the use of generate wall / slab connection command. will it be useful in my g+7 project ?RegardsAmeen
View ArticleJapanese Sections for Ram Connection
Whether Japanese sections are compatible in RAM connection (stand alone) release 11.0
View ArticleRE: Response Spectrum Analysis and Base Shear
Hi Sye, Thanks for your quick response. It really helps me to clear my concept. Just one more question that as per Q4 if my R =3 and I=1.25 1-What should be scale factor in others tab. 2-I noticed in...
View ArticleRE: unsymmetrical I section in limcon 3.6
There are several categories of shapes in the default tables that do not show up for members in Limcon connection design. As noted, for the ASW table, there are many shapes in the database (60...
View ArticleRE: Response Spectrum Analysis and Base Shear
The spectra would then have to be multiplied by I/R = 1.25/3 = 0.417. The ASCE clearly mentions the fact that the spectra needs to be divided by R/I and so this is not something users are likely to...
View ArticleResponse Spectrum Analysis and Base Shear
Hi,I am new to this community and response spectrum analysis (RSA). I read some discussion on RSA and want to clarify my concept further. I simplified stadd example to understand base shear concept in...
View ArticleRE: unsymmetrical I section in limcon 3.6
thank you for your answer but what if i need to use unsymmetrical I section is it possible? if yes then how?
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