Wind load Not applied properly
Dear Engineers,(a) I have problem in applying wind load to my model.Its not applying properly.I have attached model for reference.../(b) Also i have another doubt that i have given the bottom slab as...
View ArticleError "Not Enough Space" When adding predefined load to moving load?
Good day, I am trying to model the wheel loads on the transverse section of a bridge. I have successfully created the moving wheel loads but I also want to apply the beam dead loads also. I attempted...
View ArticleLive Load Reduction
Which modules within RAM Structural System use reduced live loads (if reducible live loads are applied)?Is live load reduction performed for the Post-Processing -> Foundation Loads -> Gravity...
View ArticleRam Concept Design Section Length
In Ram Concept is there a table which summarizes the design section lengths for a given model? I can't find this information contained in any of the Lat/Long DSs Tables or some of the other tables I...
View Article*WARNING INSTABILITY AT JOINTS AND VERY WEAK STRING ERROR*
Heyy everyone!! I'm very new to STAAD. for days I've been trying to solve this issue. I want ot be able to view the maximum and minimum axial loads in the columns but i'm unable to do so. I was only...
View Articlecan not generate load for comand
hello I am tying to generate floor load but when but when I input the range and generate the load it says "cannot generate load for command Y range" does any body know what is causing this problem?
View ArticleHow to get rid of error "Above line contains erroneous data"?
Hi there, I assume this is a simple fix and is to do with the loading combination code that I added into the Staad Editor. I can't figure out how to make the analysis run though. Any help will be...
View ArticleApply load on top of steel (for the member) instead of at the centre
Is there a way to apply load on top of steel (for the member) instead of at the centre?Thanks in advance.-Rajesh
View ArticleExporting from RAM to Revit workflow
Hello,I seem to be having trouble exporting RAM model content into a Revit file. Here is the workflow I am using and the results.Open the RAM model.go to File, ISM, Create ISM repositoryI click OK for...
View ArticleInter Cross Section Slope Limit on flanges
In checking a model recently, I found that the inter cross section slope limit does not appear to apply to the flanges of a T or L section.Is there any particular reason that slope limit should not be...
View ArticleShear wall problems at Staad pro
Hello everyone I am using STAAD pro V8i currently to model multistory building by using BS 8110 for concrete structures. everything seems fine but when it comes to shear walls i run into some...
View ArticleInstability found
I was designing a model with the training video but a problem was shown in the analysis. [Error] Instability Found for Rigid offset K at member Member 117 at DOF UZ. Check end Releases or Boundary...
View ArticleAxes Convention in STAAD and Eurocode
Hi.In STAAD, major axis is Z-Z and minor is Y-Y. However, in EC3, it's the other way around.With this, I wish to have confirmation and ask what are the significant parameters to consider about the...
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Actual Deflection in STAAD Using Eurocode
Hi.I obtained .663m as actual deflection in STAAD using Eurocode (EN1993-1-1:2005).When checked thru manual computation of deflection, result was different.I have 1.6kN/m^2 uniform load acting on UPN...
View ArticleAluminum code check
I'm using STAAD.Pro V8i SelectSeries5 to code check an aluminum structure. The help file states "STAAD.Pro is capable of performing aluminum member design based on the ASD 1994 Specifications for...
View ArticleRam SS Reports
Is there anyway to setup a template to run reports? Or do you have to go into each module and print each report separately?
View ArticleShowing Report Tables using separate load combinations for different tables
Hello,How can I show tables in a report based on different load combinations? I want to show tables (i.e Node Displacement Summary, Beam Disp Summary, Beam Force Detail Summary, etc...) based on ASD...
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STAAD FOUNDATION SS3 stop working on MAT FOUNDATION JOB.
Hi Guys!I hope your doing well!I have a little problem in my STAAD FOUNDATION ADVANCE SS3. I hope you can answer me.My administrator updated my of STAAD Pro V8i(SS6) today(Nov. 02, 2016) and it is...
View ArticleRAM SS Column Axial Load and Beam End Shears
I have 4 concrete beams that intersect at a concrete column. I would think that when you add all 4 of the Beam End Shears at the column it would = the column axial load but it does not? What else is...
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EC3 deflection check
Hi,Please help me with this:1. How to calculate actual deflection as attached? beam 135 result 1.058 but in global dispacement end node displacement 11.885 & 10.227, How did staad arrive result of...
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