Design output is not correct for Pipe PIP section
Using pipe section (PIP) resulted in incorrect design output. For example PIPS12, while HSSP12.75x0.375 giving different and more accurate result. As for using both, STAAD using AISC H3 equation for...
View ArticleWhy Staad.Foundation.Advanced does not carry out pilecap design in accordance...
While Staad.Foundation.AdvancedĀ is capable in designing the isolated, mat and combined footing design in accordance with Eurocode, it does not have the function to design pile cap in accordance with...
View Article***WARNING - INSTABILITY AT JOINT 577 DIRECTION = MY
Please help me to rectify this warning***WARNING - INSTABILITY AT JOINT 577 DIRECTION = MY..........STAAD SPACESTART JOB INFORMATIONENGINEER DATE 05-May-16END JOB INFORMATIONINPUT WIDTH 79UNIT METER...
View ArticleNCH CODE
We are doing a project in Chile and wanted to submit the seismic support structure calculations based on Chilean code NCH2369. But the same is not built in our staad pro software available with us. Can...
View ArticleNeed some help understanding mass modeling for modal analysis in Staadpro
I am dealing with a steel frame that supports a piece of equipment (crusher). Ā This crusher moves in the X & Y axis while operating. Ā The manufacturer has given me equivalent "static" loads to use...
View ArticleRam Elements Wall Module
Is there a way to apply recesses to concrete tilt-up wall (or shearwall) in the Ram Elements wall module?
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database conversion
Hi,I am facing an error since today morning and am not sure on what this is. No clue at allI have my submission due and any quick response would be helpful. I am not able to open model at all.
View ArticleError at Joint probable cause Negative diagonal
Good day all.I'm having trouble proceeding with my analysis of a particular structure. STAAD keeps giving me this error.***ERROR - AT JOINT 34 DIRECTION = MY PROBABLE CAUSE NEGATIVE DIAGONAL =>LDLT...
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StaadPro_Foundations stability checks
HiI've modeled a multiple foundation in StaaPro by Plate Mat Foundation Supports in order to check max base pressure is minor than bearing capacity of the soil.I'm wondering about if I could also...
View ArticleServiciablity check according EN 1993
Is it also implemented the feature described in the following post Ā for EN1993?communities.bentley.com/.../28290.serviceability-check-in-design-according-to-is800-2007
View Articlespecifying staad support stiffnesses
Hi I have a question about calculating the support stiffness both axial and rotational.What are the general formula to calculate the stiffnesses for various beams as demanded by Staad input. Please...
View ArticleWarning: Load Beyond Its Length, Full Length Assumed
Respected Community,I am analyzing a bridge deck and I am getting the warning "Load beyond its length, full length assumed". I have worked a lot on this warning, but of no use. So I would like you to...
View ArticleZero Stiffness at Joint
Respected Community,I am trying to analyze a 2 legged truss tower but I am facing a warning "Zero Stiffness at Joint..." I have tried both MEMBER TRUSS AND MEMBER RELEASE specifications, but none of...
View ArticlePrevious RAM Insider Skills - Special Interest Group
Hi,Where can I watch previously RAM Insider Skills - Special Interest Group?, because in bentley learn it seems is not getting updated, the insider skills there still year 2014.Thanks
View ArticleSTAAD Foundation Advanced (Machine Foundation): ANALYSIS RESULTS ARE NOT...
Hello,I am modeling a machine foundation and trying to tweak it such that the foundation performance is adequate. I was re-running the analysis numerous times until I suddenly received an error after I...
View ArticleMasses Defined Under Load... 31 Trivial Mass Terms Set to Zero
Respected Community,I am trying to perform a modal analysis on my structure. But I am getting 2 notes saying "trivial mass terms set to zero". I am not able to understand what it actually means. Can...
View ArticleWhy until now ISM could not able to read plates and solid from staad, very...
Hi guys,I wanted to ask if you have any plan for ISM to read staad plates and solid, so that work flow for transfering model from staad to other bentley product such as prostructures or aecosim will be...
View ArticleREGARDING INTERPRETATION O SHEAR WALL DESIGN RESULTS
Hello everyone,I am getting problemsĀ in understanding the design results of Shear-wall of my model can anyone help me with it .Actually, I want to calculate the total amount of steel used in and...
View ArticleSome questions regarding modelling in STAAD. Kind of urgent
Dear All,I am working on STAAD and need answers to some questions. Will be grateful if you could help me out with these. I am very new to this software1. Floor Diaphragm: Is master slave better or the...
View ArticleRAM Connection
I am attempting to design a beam splice connection using plates on the flanges using RAM Connection. Is there an option for adding more than 2 rows (4) in the transverse direction?
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