model take time while analysis OR hang.
Dear sirwhile analyse file got hang. please check any mistake done by me.& how to resolve this,please suggest.communities.bentley.com/.../Shead_2D00_26_2D00_06_2D00_2018_2D00_Windload.stdRefer...
View ArticleCalculations of lateral earth pressure for side wall of box culvert
How can calculate lateral earth pressure for side wall of RCC box culvert? Please explain to me with an example calculation Thanks you so much
View ArticleTwin Box culvert - 2 D analysis
Hello, I am using STAAD PRO to model 2 D twin Box culvert. I also have beam elements (Grout) as a connection between two box culverts. I am wondering what type of the spec, I should apply to release...
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RAM Frame Pnt > Pe2x Short Column problem
When running the steel member code check in RAM Frame, all my beams and columns above a certain level fail with the error code Pnt > Pe2x. This happens no matter what size the beams and columns...
View ArticleHistoric/Vintage Shapes Database
Hello,Does any one have a RAM Database with historic/vintage shapes for RAM? I am looking for the 1940s-1950s era. I already have a excel sheet with all of the shapes properties however, I was...
View ArticleWarning - Zero spectral aceleration entered for mode 1
Good day, im designing a small concrete structure below the ground for repairing and checking cables in an electric substation but when i run the analysis it shows 3 warnings and they all say "warning...
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Design Status: SSR Plan Edge/Corner Condition
I having problems with designing the Studrails in accordance with RAM suggestion. I have multiple columns that function as edge and corner conditions. Although they are not extremely on the edge (12...
View ArticleOpen STAAD Get Member Release Specification not work properly
Dear sir,GetMemberReleaseSpec this code is not work properly, how to get correct result of member releases (0=for no release and 1 for release), this information i want to fill in excel sheet.please...
View ArticleSTAAD CONNECT. How to view moment diagrams within post processing in the...
How to view moment diagrams within post processing in the connect edition as this was straight forward within Staad Pro 8.i
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Staad.Pro file crashes
The file which I was working on suddenly can't pass to postprocessing mode. I was working in it yesterday morning and returned to it at the afternom end and when I analized the file, after doing the...
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about ensh and rensh
how to apply ENSH AND RENSH parameter to structure in my structure one warning regarding the ENSH AND RENSH if the span is span is 820mm M35 nd Fe500 and section size of 300 mm x 600 mm and shows...
View ArticleProgram Crash - RAM Connection Integrated with STAAD.Pro Connect Edition -...
Hello,On a recent project, one of our team was using RAM Connection Integrated with STAAD.Pro Connect Edition - Version 21.00.00.57 with a model of around 2000 members / 1300 nodes. When assigning and...
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RAM Connection-Bolted Gusset Baseplate Connection Shear Lag Factor Error
I'm currently getting a tension rupture failure at the brace-to-gusset weld in RAM Connection. My weld is 6" long, and I'm using an HSS6x6x3/16 brace. My hand calcs are giving me a U=0.625, however the...
View ArticleDesign parameters LX, LY, LZ, KX, KY, KZ
How to find those parameters from a staad file & what is the meaning of those parameters ?Can anyone please tell me briefly about those parameters?
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Nominal shear force exceeds tauc_max limit
in structure Nominal shear force exceeds tauc_max limitbut there is depth restriction and grade of concrete is M40 so how can i remove warnings shown in above figure
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Re: [RAM | STAAD Forum] regarding the analysis based on wind and earth quake..
Sir very good mrg....I just wanted to know that....y I am getting vertical load that is Pu=501kn If I do the analysis by just the load condition Deadload and Live load and I am getting vertical load...
View ArticleDefine Dummy beam in Staad pro
I want to know that how can i define and create dummy beam for assigning moving loads?I know that dummy beam has no stiffness and self-weight of it not assign.
View ArticleMoving load with load combinations
I'm referring to an old response. Would it be technically correct and easier to check which generated load causes the maximum stresses from a crane dedicated model then reflect the corresponding...
View ArticleHow is RAM SBeam calculating minimum stiffener length for rectangular web...
RAM SBeam and Web Openings
View ArticleTension Members
Hello,I already define a member in tension only, but RAM Elements still reporting flexural moment in the member, I define hinges at ends as well, but the issue continue.Whats is the recommendation for...
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