RE: Cant get mode shape properly
Please refer to the attached Example model.(Please visit the site to view this file)
View ArticleRE: Staad pro getting hanged when putting wrong value
Please provide some more details like what are the steps leading up to the crash, what values are you trying to enter etc. Also please mention the version number of the software you are using ( Can be...
View ArticleStaad pro getting hanged when putting wrong value
Hi all I m new in this form, as I am facing some issues like when we putting some wrong value in staad Its gives error and then gets hanged.finally I need to endtask the software which lost my work....
View ArticleRE: StopLogs
We have some general purpose Finite Element Analysis programs that could help with that. Ram Elements or STAAD.pro, for example.
View ArticleStopLogs
Hi,Good day . our client is requesting for a software that can help them on their projects which is basically Stoplogs. they want a software that can design and analyze the structure. can you please...
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RE: Cant get mode shape properly
Thanks sir....according to the model is it necessary to provide load in all three direction in seismic load case?..and one problem sir....from where or from which formula we have to provide the...
View ArticleCant get mode shape properly
I am creating a lumped mass model in staad.my cut off mode shape is 9.but when i perform analysis it only gives me 2 mode shape results.sir plz help me out and tell me how to get other mode shape...
View ArticleRE: Typical beam design using AISC_US units
Although axial forces may be small for the monorail beam you are modeling but still checking for interaction of bending and axial is required. So although axial compression may not be a significant...
View ArticleTypical beam design using AISC_US units
I have a few simple questions regarding beam design:My structural model description is the following:I have a simple monorail that is suspended from the perpendicular floor beams above. The connections...
View ArticleRE: ERROR IN SOLVER
With regards to the question 1, here is a suggestion. In a buckling analysis using basic solver, the results like node displacements for a load case are computed based on the applied load x buckling...
View ArticleRE: RAM Elements Repetitive Base Plate Assignment
With any connection assignment in Ram Elements, if you start with multiple joints selected, and then assign a connection (Basic, Smart, or Base Plate), the program will try to find a single connection...
View ArticleRAM Elements Repetitive Base Plate Assignment
I have 1200ft of pipe racks, with the same anchor and base plate design. Can a template be created to apply a single bp design to 122 nodes?
View ArticleRE: How to validate STAAD.Pro Analysis Result by Hand Calculations IS 456 2000
Dear Support, I was going through your suggested beam verification example and calculations.I have below questions: 1.SP16-Table no50 is for Fck=20Kn/mm2 AND Fe 415 .But in example Fck is 25Kn/mm2...
View ArticleHow to validate STAAD.Pro Analysis Result by Hand Calculations IS 456 2000
I do know manual verification methods and want to know exactly how to validate and verify RCC Design by using IS 456 2000 code in STAAD.Pro V8i SS6 & details of method like matrix method or portal...
View ArticleRE: Cant get mode shape properly
1. Yes it is important to define seismic weights in all three directions for Response Spectrum and Time history load cases. 2. if you look closely to seismic definitions in provided model, you will...
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RE: SECTION WIZARD: IMPORTING COORDINATES
when I use aluminium material for UPT custom section this error occurs.
View ArticleSECTION WIZARD: IMPORTING COORDINATES
how/where do I get the profile coordinates of a custom cross-section(pipe) i have created using 'free sketch' in Section wizard.I need these profile coordinates to create and input them in a new user...
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