Re: HELP me .what is macro in staad pro how to use it and learn it any examples?
Hi worthiness,See the following article.communities.bentley.com/.../248823.aspx
View ArticleStaad v8i - Beam properties diplayed
Hi,If I use American Steel properties (i.e. PIPX100) and if I look into the beam properties, the data displayed are not correct. I am working in mm and N units with Staad.Pro v8.iPIPX100: OD=10.75in...
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Re: Moment capacity of composite section in RAM Steel Beam
Well, the good news is that the problem does not occur in v14.05.03.00, here's a snip from the beam summary report:
View ArticleRe: Staad v8i - Beam properties diplayed
There was a unit conversion problem in earlier version of STAAD.Pro which was fixed last year, if I remember correctly. This problem manifested itself when base units were set to Metric or when Metric...
View ArticleRe: Staad v8i - Beam properties diplayed
Looks like the thickness you cited in the member query box is different from the one encircled in the table.Moreover , you mentioned 96 sq. Mm but it should have been 9600 sq.mm
View Articlemaster/slave command error
Dear Forum Members,I'm doing design of GT foundation by using the staad. Since the plate modelling are centreline, i used master/slave command to get exact mat model. The staad model is attached here....
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STAAD Foundation Advanced "Graph Option" does not open.
I cannot activate the “Graph Option”.
View ArticleRAM SS response spectrum S.F. & frame shear force difference.
Hi,I have two questions.1) RAM SS has response spectra input window and I need to input X and Y Scale factor(default =1.0).Should I input I(importance f)/R there as starting point? or I/R is already...
View ArticleRe: RAM SS response spectrum S.F. & frame shear force difference.
Assuming we are talking about a dynamic analysis based on ASCE 7, then yes, the scale factor should typically be Ie/R. However, if the resulting total base shear from the scaled dynamic analysis falls...
View ArticleRe: STAAD Foundation Advanced "Graph Option" does not open.
From the screenshot it seems like you are doing a mat foundation job. The graph option however is only available for strip footings.
View ArticleRe: Visualisation of Structural Movement + Tolerances envelopes in BIM model
Thanks. Maybe the envelope should be generated/interpolated as a point cloud.... seems like Bentley has got some point cloud horsepower in house.
View ArticleRelease Report
Hi,I want to get the release report of Select Series 4. of STAAD Pro. V8i.,From where did i get ?
View ArticleRe: Release Report
Hi,Go to the following location:"X:\SProV8i\ReadMe\HTML\STAAD.Pro"Here, X is the local drive of your machine where you have installed STAAD.Pro.Open the "readme.htm" file. There you can find the...
View ArticleRe: Release Report
Thankx Suo,I am using SS3, and want to know the features added in SS4.
View ArticleRe: Release Report
Hi,Please go through the attached revision history of STAAD.Pro. All the new features added in the Select Series 4 versions are mentioned in this document.
View ArticleRe: [VBA] OpenSTAAD from Excel
Hi,Find the attached excel docuemnt. I have modified your code. Now all the intermediate member forces are extracted correctly. You need to provide the load case number in Cell (1,2) and distance in...
View ArticleDifference between analysis types
Hi,Can any one please clarify the following analysis types and difference between them1. Elastic Analysis2. P - Delta Analysis3. Buckling Analysis4. Cable AnalysisIf other than above any other analysis...
View ArticleRe: Difference between analysis types
Hi,You can go through section 5.37 of Technical Reference manual for more details about the analysis specification. Open STAAD.Pro and go to Help > Contents to get the Technical Reference manual.
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