Re: Rayleigh Frequency Calculation
The analysis output file should have an output similar to the one below ****************************************************************************** *...
View ArticleRe: Rayleigh Frequency Calculation
Thanks! What also helped was entering the command "PERFORM ANALYSIS PRINT STATICS CHECK" right after the RAYLEIGH command. The same output that you show above populates.
View ArticleRe: Rayleigh Frequency Calculation
Yes. You have to have a PERFORM ANALYSIS command for an analysis to be carried out in STAAD.Pro and for any kind of analysis output to be available.
View ArticleOpenSTAAD C#
Is OpenSTAAD works with C#?I have writen a program to select plate elements in VBEX: Dim objOpenSTAAD As Object Dim SelPlatesNo As Long Dim SelPlates() As Long 'Launch OpenSTAAD Object Set...
View ArticleSTAAD Pro. v8i ~ Auto Seismic Loads Combination & Dead Loads in Seismic Load...
Hi All,Auto Seismic Loads CombinationI have question related to auto seismic load combination as per seismic load definition defined in STAAD program, putting the values of S1 and Ss, Importance and...
View ArticleRe: SACS 5.3 hull longitudinal strength check
I checked with a colleague who supports SACS and he said that SACS 5.3 does not support this check.
View ArticleRe: DESIGN AS PER IS 13920
The answer is not at all convincing. The Plastic parameter is available in staad even before the draft IS 13920 was envisaged. The formula for shear given in IS 13920 is the only shear to be considered...
View ArticleRe: STAAD Pro. v8i ~ Auto Seismic Loads Combination & Dead Loads in Seismic...
The seismic load generation in STAAD only calculates the horizontal portion Qe. The factors like Rho or the vertical effect factors like 0.2SDS has to be calculated manually and applied as factors to...
View Articleism.dgn exported to Frameworks (microstation Intergraph)
Hi,I'm new here, and not quite sure if this is the forum to post the following inquire:I have a structure in ism.dgn format (SYNCHRONIZER, STAAD-PRO), and I need to load it from Frameworks...
View Articledefining local sections in STAAD
Hi, I'm trying to define an Aluminum lipped channel section that is locally formed using STAAD pro to design it, but it doesn't work with me, so how can I create this property??????I really need the...
View ArticleRe: SACS 5.3 hull longitudinal strength check
Bentley's technical support told me SACS 5.5 can do but I've try without success.any trick?
View ArticleRe: DESIGN AS PER IS 13920
What i mean is the sagging and hogging moment capacities used in calculation of shear force(refer clause 6.3.3 pg.4 IS13920-1993) should be plastic moment capacities( without factor 1.4).code...
View ArticleRe: STAAD Pro. v8i ~ Auto Seismic Loads Combination & Dead Loads in Seismic...
Hi SyeThanks for your reply...what about other Bentley structure software like STAAD Offshore, SACS and RAM family, I am asking about my first concern related to vertical seismic forces, either I will...
View ArticleRe: defining local sections in STAAD
Hello,Sorry to say , but I am unable to understand you . What do you mean by " locally formed" ? can you please be more specific . .
View ArticleThe Destabilizing Load Condition
Hi,Why do we assume destabilizng load condition when doing EC 3 design (in Staad). how co changethe postion of load? Zg paramter does it?
View ArticleRe: The Destabilizing Load Condition
Hello The EN 1993-1-1:2005 implementation uses a more conservative approach with the load applied at the positive value of half the depth from the shear centre by default, which is a destabilizing load...
View Articleoil storage tank roof
i want help in the analysis of a storage vessel 40 meters diameter and 9 m height. i modeled the roof using c-channels as rafters and girders, and pipes as the centre and girder support columns. after...
View ArticleRe: ism.dgn exported to Frameworks (microstation Intergraph)
The only AutoCAD product that syncs with ISM is Revit. Frameworks does not sync with ISM either. For a list of the ISM enabled applications, please visit our wiki:...
View ArticleRe: The Destabilizing Load Condition
Thank you Sir , for the clarification .It means by default the load acts on the top flange?
View ArticleRe: oil storage tank roof
Which software are you using ? On a general note here are a couple of thoughts. Please check whether you are actually designing for those cases that you modified. For example in STAAD.Pro you can have...
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