RAM Concrete Column - Two Story Column Design (Sway Frame)
Hi,I have a two story concrete column that is unbraced the full height. Looking at the design results the moment magnification factor (delta) for the top story is 3.8 which I was able to verify by hand...
View ArticleBuckling factors convert to effective length factors
Dear,After running Buckling Analysis, buckling load factors are obtained. Is it possible to see effective length factors for each member based on buckling factors, or one has to convert them...
View ArticleINSTABILITY WARNING
HELLO I AM UNABLE TO FIND THE REASON FOR INSTABILITY WARNING. CAN ANY ONE...
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download staad pro connect edition
Im getting this message when i follow the procedure written by the community.
View ArticleRAM Frame - Analysis Load Cases
Is there a way to select multiple load cases using a [control] or [shift] + click type way so that each load case does not have to be clicked individually. I have not been able to find a user friendly...
View Articlewarning multiple eigen solution is not Available
Dear All ,I am having the warning "multiple eigen solution is not Available"1. why it is there 2. how to resolve this
View ArticleSTAAD Foundation
In my resent model I need to design footing for the building which will include isolated, combine and mat footing how can I design it in a single project file
View ArticleInformacion de capacidad de manda
Buenos dias amigos.Alguien me podria ayudar, cuando quiero que me muestre a que capacidad estan trabajando los elementos, (ratio) en lugar de que me muestre un valor me muestra (inf).
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Cannot open command file from inside STAAD.Pro CE. Generates an Unhandled...
I get the following error when trying to open the command file from inside STAAD.Pro CE: Looks like a windows 10 related error? Need to use task manager to close editor and staad.pro tasks. .std...
View ArticleWhat will be the Unsupported lengths, Effective Lengths & effective lengths...
communities.bentley.com/.../Sangamesh-_2D00_-Godown-_4000_-Kurgod-PL-_2600_-Manual-WL-_2D00_-3D-Rendered-View-R_2D00_02-14.05.2019.pdf
View ArticleSTAAD Pro Connect Edition V21 vs Select Series 5 for NBC2015
I am on a project to stamp structural steel design drawings completed by the engineers from other company. The engineers use STAAD Pro Connect Edition version 21.00.02.43 (CE21) in their analysis while...
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Discrepancy in analysis results with previous versions.
Hello Everyone! I am currently using STAAD.Pro CONNECT Edition V22 Update 1 (22.00.00.39) for design of tapered section as per AISC 360-16. I found that there is discrepancy in the analysis results...
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ERROR NOT ENOUGH MEMORY FOR DISPLACEMENTS.
Good afternoon,I have created a model of Multi-storied Mezzanine Building using STAAD.pro V8i (SELECT series 6 - Version 20.07.11.50) and When I analyze the model I get an error message that states...
View ArticleStory Shear for Sway Calculation (Stability Index)
communities.bentley.com/.../Sangamesh-_2D00_-Godown-_4000_-Kurgod-PL-_2600_-Manual-WL-R_2D00_02-14.05.2019.stdcommunities.bentley.com/.../Sangamesh-_2D00_-Godown-_4000_-Kurgod-Story-Shear-for-Sway-Calc...
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Steps To Solving PC Problems Caused By Missing DLL Files
When something disappears you can either search for it haphazardly or approach your pursuit in a deliberate, advance shrewd way. Clearly, in the second case, the endeavours included will be...
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Structural Analysis Under Thermal Conditions
I'm developing a model with complicated sphereical geometry. In doing this, there has been some issues with distances between nodes. In creating shells, I'm returning the error "Error during shell "1"...
View ArticleParameters Check for Truss
Dear Altruists, I am trying to design an Arched truss roof for an indoor stadium. Please observe my assigned specifications, parameters and other necessary aspects to give me proper suggestions to...
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cant assign any section, while yesterday it worked. It is too unstable
i cant draw any beam.... nothnigand also in a trial i did yesterday, there are no options to assign shapesyesterday it was the first day i uesed staadtoday nothin works. all the profiles are gray.
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Connection of a gusset plate
Please help with the modeling of a box girder. Attached is the image. I have modeled the box considered as beam elements with width 1.5m and depth as thickness. The overhanging portion of W10x49 is...
View ArticleWill RCDC work on imported Dxf files only (to Staad pro) OR it can work on...
Dear users,RCDC can not open the new file after analyzing & designing in Staad Pro. when I click on Advanced Concrete Design RCDC is getting opened but is not able to process. Is it possible for...
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