RE: Memory Issues Performing an Analysis
OK that makes sense ... the memory issue is related to the CODE CHECK. Please run the check in smaller groups and it should work.
View ArticleRE: STAAD.Pro Direct Analysis Method Applying Notional Loads Correctly
UPDATE: I have continued to look at this file and cannot conclude why the results are significantly different from what is provided in the guide. Am I missing any defaults here? Some guidance is much...
View ArticleRE: Create section database
The only way to add a database is to follow the instructions provided in the wiki which Modestas has referred to. You have to copy an existing mdb file to begin with. You cannot add any new tables to...
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Create section database
Hi everybody.I have questions related to Section database. Hope everybody help please.1. At figure 1, how can I use the functions at the read circle, they were hired and I don't know how to turn it on...
View ArticleRE: RAM steel output information
Has there been any update on the output in RAM Steel beam since this original question? I want to confirm the equations being used generate the output for a composite beam are accurate relative to AISC...
View ArticleRE: Deflection Check using AISC-2010 and a Serviceability Envelope
Based on what you wrote, you should get two sets of STEEL DESIGN reported as part of the analysis output file. For the first set of design, the critical load for deflection check should be load case 1...
View ArticleDeflection Check using AISC-2010 and a Serviceability Envelope
Good day,Is there a way to have STAAD check two different deflection checks for two different load envelopes? I tried to create two serviceability envelopes and assign to two different parameters. see...
View ArticleRE: Show overall global moments on mat foundation (plate elements) for ALL...
Unfortunately there is no way to do that as of now. The two options you mentioned are the closest to what you are trying to achieve. However I do want to let you know that we have an enhancement...
View ArticleRE: RAM steel output information
There have been updates to the Ram Structural System since November 2015 and we have added some minor enhancements to the Steel beam design, but the 2010 code has been relatively untouched since then....
View ArticleRAM steel output information
Hello, I am looking to interrogate some of the output information that RAM is giving me. Firstly, is there any more "in-depth" output than going through Reports-beam designs? Just wondering whether I...
View ArticleRE: Show overall global moments on mat foundation (plate elements) for ALL...
That sounds great.....it would be a very helpful feature. Thank you!
View ArticleRE: In a railway bridge where should I release moment and also check the...
Where your girders are continuous, you should avoid using releases. For example if the members 546 and 41 are analytical segments of a continuous girder, you would not use the MZ release at the end of...
View ArticleIn a railway bridge where should I release moment and also check the problems...
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View ArticleRE: Can any one share some sample Staad models of railway truss bridge...
(Please visit the site to view this file)Here is a very simple model.
View ArticleCan any one share some sample Staad models of railway truss bridge following...
[View:/cfs-file/__key/communityserver-discussions-components-files/5932/5060089_2D00_1.2_2D00_BR_2D00_1500_5F005B00_D_5D002D00_Layout1.pdf:940:940]
View ArticleRE: Cable Net analysis and form finding in staad
There is nothing like a form finding analysis in STAAD.Pro. You may however define a grid of cables with pretension and carry out an advanced nonlinear cable analysis.
View ArticleCable Net analysis and form finding in staad
Good Evening,I have a problem where I'm required to perform both a design and analysis for a cable net structure and was wondering how much of this can be facilitated in either Staad Pro or one of the...
View ArticleShow overall global moments on mat foundation (plate elements) for ALL load...
I have a model that includes a steel frame supported by a plate-element mat foundation. I am about to extract the global bending moments (global X & Z) in the mat foundation for concrete design...
View ArticleRE: STAAD.Pro Direct Analysis Method Applying Notional Loads Correctly
I looked at your model and did not find any problem with it. I am not sure what could be the reason for the difference but will investigate this further and revert back. In case it helps, we did...
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