RE: how can i add new anchor bolt in ram connection standalone?
Good point. I will make sure that request is also on the backlog.
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how can i add new anchor bolt in ram connection standalone?
hi i want to design base plate but i want use some new anchor bolt with new diameter but i cant change or add any to this! could you mind help me! thnx
View ArticleRE: analysis and design of any small residential building
You may refer to attached basic building model. All the load calculations are reported in the input file as comments.(Please visit the site to view this file)
View ArticleRE: ** SECTION IS NOT ADEQUATE WARNING:Reinforcement % exceeds maximum limit
Thank you,I solved the problem!!
View Article** SECTION IS NOT ADEQUATE WARNING:Reinforcement % exceeds maximum limit
Hello,I am facing the same problem as some other members in this forum :- ** SECTION IS NOT ADEQUATE WARNING:Reinforcement % exceeds maximum limit.My model is just a residential building-g+1 with...
View ArticleRE: Problem with DFF command not check in steel design with STAAD Pro SS6...
We do understand where you are coming from and the fact that with the way it is currently implemented, it could result in a significant amount of extra work in scenarios where the same load...
View ArticleProblem with DFF command not check in steel design with STAAD Pro SS6 built...
Please see STAAD input command below. I try to change DFF parameter in any value (not 0) but the result still show all member pass all code check.Please verify if I'm wrong...Best regard.STAAD...
View ArticleRE: STAAD UTILIZATION RATIO PRECISION SETTINGS
Ok. An enhancement request ( id# 394794 ) has been filed. Just wanted to add that the Design Results table inside Beam > Unity Check page in the post processing mode shows the rounded off value.
View ArticleSTAAD UTILIZATION RATIO PRECISION SETTINGS
Hi Team, I would like to request the developer team to incorporate or provide a patch for STAAD v8i SS6 to view the utilization ratios of steel member with user input of precision. fro ex. instead of...
View ArticleRE: Question about get results with a macro staad pro
Dear friend,I'm trying the function you tell my but I get run time error: :(Do you see any error n my code?Thank you(Please visit the site to view this file)(Please visit the site to view this...
View ArticleRE: Dynamic analysis
Can you please elaborate with some backup calculation as to what you think is not being calculated correctly? Also just wanted to point out that you have used selfweight for mass definitions along each...
View ArticleDynamic analysis
Hi, I am analyzing the theoretical case for dynamic analysis on staad pro. Providing it a ground motion pulse of 1g acceleration, i am using Pinewood as material, now for dynamic cases, when i look at...
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RE: Deleting my previous post.
You need to click on More >> EditHope this helps you.Thank you.
View ArticleRE: Spring Damping in Soil
Soil Damping can be considered in the analysis by using the SPRING DAMPING command as mentioned in the Technical Reference manual section 5.26.5 titled Composite Damping for Springs. Composite damping...
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RE: Spring Damping in Soil
You can also go through the following post:-Hope this helps you.Thank you.
View ArticleRE: Spring Damping in Soil
Iam already aware of the CDamp command of staad. What I am trying to imply is that Staad only provides spring damping on KFY, KFX and KFZ. How about KMY, KMZand KMX (damping for rocking, pitching and...
View ArticleRevit to RAM Elements ISM Question
Question regarding an import from Revit to RAM Elements via ISM. Due to the nature of our project, I am not planning on going back and forth between models but rather hoping to use an initial Revit...
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