SHOULD WE CREATE MEMBER OFFSETS SERIOUSLY IN STAAD PRO?
BY default in staad a beam is connected to a beam at its centre (center lines of beams intersect). But in real world top of one beam is supported at top of the other beam. so do we need member offsets...
View ArticleDetermine Building Period with Ram Elements and/or Ram Structural System
Is it possible to determine a building's or Frame's (natural) period using Ram Elements?How does Ram Structural System determine the building's period, can you provide a link or location to where I can...
View Articlehow can I download bentleyselect softwares?
i am not able to download bentletselect softwares plz give detailed info.?
View ArticleChecking for Validity of Design Results via RAM DataAccess
I'm trying to check if the Beam and Column design results are valid. I see that I can use "IModelStatus1.DesignIsValid IAmRamSteelColumn, bDesignIsValid" to get the status of the design module, but it...
View ArticleBraced structure instability issue
Hi, I have faced hundreds of instability warnings when i add bracing to the attached design, you kind help is highly appreciated (Please visit the site to view this file)
View ArticleSTAAD calculation of Cs (IBC 7-10 seismic)
Hi all,For the life of me, I can't figure out what I am doing wrong with my hand calculation to match up with the STAAD calculation of Cs. Currently I have the following variable in STAADZip Code...
View ArticleWall Frame Structural System
Is there any special provision of defining shear wall in wall frame structural system as in such a structural system 25 % lateral load is resisted by frame and 75% of lateral load is resisted by...
View ArticleLIFT & WHEEL CHAIR RAMP DESIGN USING STAAD PRO
Iam working with a project of Verical Extension of a building..In that One Lift and wheel chair ramp is coming(the building is for persons with multiple disabilities.The Lift position in the architect...
View ArticleHow to remove warning *** WARNING *** DYNAMIC MASSES IN GLOBAL X, Y AND Z...
We have designed a steel structure according to EUROCODE.Since we have submitted a STAAD report to our client & he is asking about this warning.Please let me know why this warning appears.And give...
View ArticleSTAAD Results and Output
Good Day! I would like to know what will I use (Fx, Fy, Fz,Mz,My or Mz) for manual design of footing and of what Load Combination. I have been struggling whether what to use for my DL and LL so that...
View Articlehelp .. Wind column moment
Hi , I have applied the design parameters on the attached project, an(Please visit the site to view this file)d i need your kind advise about the moment diagram in the wind columns is not correct
View Articleinstability at joint error
hi..i designing conveyor gallery then it showing a (**WARNING - INSTABILITY AT JOINT 14 DIRECTION = FX) error
View ArticleHow to sort out deflection check error
How to sort out deflection check error(Please visit the site to view this file)
View ArticleRam Elements Licence not available
Hello, I opened my Ram elements today but a window showed"license not available". And I check License management tool which show ram element expired. Can you tell me how to solve it and open Ram...
View ArticleHow to Export design Report of RCC structure (batch mood)??
Dear sir,I want to export my design result of a RCC building in staad pro V8i. please help me about it.i want to export the Batch mood result.Thanks Shafiq
View Articlewarning *** NOTE: If any floor diaphragm is present in the model Wind Load...
Sir,How i have a warning in my model *** NOTE: If any floor diaphragm is present in the model Wind Load definition should be defined after Floor Diaphragm definition. Otherwise wind load generation...
View ArticleStaad Editor Icon not responsed
hello sir, I hv shwng some problem in staad like my staad icon isn't open when I click on it.plz help me to resolve it
View ArticleFLOOR LOAD FOR SLOPED ROOF
Dear Engineers,I am unable to apply floor load for sloped roof.Can anyone help me please.I have attached model for your reference.../(Please visit the site to view this file)
View ArticleHS Round Member Beam
Is there a way to assign a round HS member to a beam rather than a brace in RAM Structural Systems?
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