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CR: Reference Files in STAAD.Pro CE
Hi,Good to know that the STAAD is being enhanced to include a physical modeler, according to the 2016 Structural Applications Year in Review vid on the BI server.Please include a means to reference in...
View ArticleProblem during cable design
Hi ,I tried to define a member as cable and performed the analysis. it shows no member force in the result. Can anyone help me(Please visit the site to view this file)
View ArticleRAM Concept Load Values
Hello,I'm a first time RAM Concept user and using it to design a post tensioned flat plate slab for a school assignment. The design is for three by three bays, all symmetric, with prescribed live and...
View ArticleDivergent in load cases
Dears,I 've attached STAAD model that shows warning about divergent of some load cases while analysing by Direct Analysis Method. Can you tell me the source of the problem and how to fix it, if...
View ArticleSpring Attachment
Dears,I I have a rotational spring attachment for certain member in my model, and I'm trying to used KMZ for this member, but I don't know how to calculate the value of KMZ. for that spring. Any one...
View ArticlePatial Moment Release
Dear Friends,Can you give me an example of using Partial Moment Release, for example I have IPE 200 member and I want to conseder 0.5 of this section stiffness at one end of this member.Regards,
View ArticleProblem during lifting analysis
Hi all,can anyone solve error issue during frame lifting. sttad file is attached below(Please visit the site to view this file)
View ArticleRotate RAM Frame Generated Wind Loads or rotate entire RAM SS model?
Is it possible to set my RAM Frame wind loads to be generated at an angle? If not, what would be the best way to go about rotating my model?Thanks!
View ArticleHello I am not familiar with plate elements, if we are talking about aspect...
Staad Plate Element Query
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STAAD Pro SS6 crash problem
Hello Technical Support;I have a problem in STAAD Pro SS6, every time i want to do a new project it shows this error.Even opening my previous project, it also shows this ERROR.I cannot use it anymore,...
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STAAD Pro SS6 crash problem
Hello Technical Support;I have a problem in STAAD Pro SS6, every time i want to do a new project it shows this error.Even opening my previous project, it also shows this ERROR.I cannot use it anymore,...
View ArticleWhy the steel at mid section of a beam the steel at top fiber is more than...
Sir, I'm a new user of stadd and I'm in learning process. Today I do a seismic analysis of a G+3 building . But I have some confusion at the output results as the area of steel at TOP FIBER is much...
View ArticleUplift seems to be ignored when designing footings in RAM model (v. 15.03)
I'm having an issue with models that have full height x-braces that pass through a "girt level". RAM foundation seems to be ignoring the large uplift forces on the footings. The foundation load...
View ArticleSteel Deck Floor
Dear Friends,I'm trying to model simple floor using composite steel structure, I'm new for this kind of modeling and I need some help for the first time. The information of my model are as the...
View ArticleStaad.pro-Timber design
Hi where can I find a training for Timber design in Staad.pro.ThanksHamid
View Articlecomposite action
I'm trying to model the attached floor system, and I need to make sure following points:0- Can I draw the composite deck to cover all the floor area or do I have to draw it for every panel in the...
View ArticleSTAAD - PRINT SUPPORT COMMAND KEEPS GETTING DELETED
Hi,The finite element model I'm working on requires about 1.5 hrs (at least) of analysis and every now and then STAAD deletes all of the "PRINT SUPPORT REACTION" commands. I'm using a few SURFACE...
View ArticleIs there anyway to update the concrete strength of all the foundations at...
Is there anyway to update the concrete strength of all the foundations at once or do they need to be updated individually?
View ArticleRAM Structural System - Steel Column Panel Zone Shear Calculation
I have a question about how RAM Structural System is calculating steel column panel zone shears in a moment frame per AISC 360-05. It appears to be using equations J10-11 and J10-12, which are only...
View ArticleSTAAD OUTPUT formatting
Hi,Is there a way to set the STAAD output so that the output doesn't have any page breaks/headers (see attached)? We would like to dump a massive output to Excel spreadsheet to sort out the max/min...
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