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RE: Structure Rotation and Member Orientation Problems
Hi Kris,Thanks for getting back to me.For member 1002, and for every member, I am looking to have them orientated as they were before the rotation with respect to the structure itself.Before the...
View ArticleStructure Rotation and Member Orientation Problems
Hi there,Really hope someone out there has managed to crack this one..In my STAAD Pro model I am required to rotate the whole structure around a specific member/line. This I can quite easily accomplish...
View ArticleRAM 14.06: is there are way to read/write deflection criteria via DA?
Hi all,I have software the creates a RAM model via the DataAccess COM API. Is there a way I can automate population of the deflection criteria in a model via this API (similar to what is done manually...
View ArticleRE: SACS : P Delta analysis
To use the SACS P-Delta analysis, the user needs to specify the loads (ie. the load cases used to determine the axial force in the member) which contibute to P-Delta effects on the LCSEL line with the...
View ArticleRE: STAAD PRO PUSHOVER ANLYSIS
Kris /DSENJU Thanks for your reply. Can you tell me how Can I solve the error " **ERROR : MASS PARTICIPATION IS LESS THAN 75 PERCENT IN PUSH LOAD DIRECTION. FURTHER ANALYSIS IS STOPPED."What does it...
View ArticleAPI RP2A WSD Tubular Design Check
Hi allI am checking a tubular member to API-RP2A-WSD and wanted to do the following:1. Beam 2 ALLCalculate moments at 1/12th points and at each end along the beam and use the maximum Mz locatio for...
View ArticleRE: UBC97
You may also want to follow the following discussions.communities.bentley.com/.../85837.aspxcommunities.bentley.com/.../80301.aspx
View ArticleRE: UBC97
You may also want o follow the following discussions.communities.bentley.com/.../85837.aspxcommunities.bentley.com/.../80301.aspx
View ArticleRE: STAAD PRO PUSHOVER ANLYSIS
Lateral load distribution pattern determines magnitudes of shears, moments and deformations within the structure. If lateral load distribution changes structural behavior also changes. Hence, use of...
View ArticleSTAAD PRO PUSHOVER ANLYSIS
I have been analyzing a model for pushover analysis. I have roof bracing of HSSP members which STAAD does not recognize as a circular type & I keep getting error messages that I need to model these...
View ArticleRE: STAAD PRO PUSHOVER ANLYSIS
Dear DSANUI assume you are refereeing to FEMA356-2000 as FEMA 256 is a "Flood Management & Development" Standard. Please note that FEMA 356-2000 which Staad Pushover is based on is a...
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RE: Exporting to STAAD FOundation Advanced
Are you clicking on the 'Import STAAD.Pro' icon as shown in the screenshot? This should open a dialog to select the .std file.You can also export STAAD.Pro model into STAAD Foundation Advanced from the...
View ArticleRE: Exporting to STAAD FOundation Advanced
We believe the file would not import because we had the STAAD file open
View ArticleRE: Exporting to STAAD FOundation Advanced
That's true. If you are importing STAAD.Pro model by clicking on the 'Import STAAD.Pro' icon, STAAD.Pro model has to be closed before this process.
View ArticleExporting to STAAD FOundation Advanced
How does one export to STAAD FOundation Advanced? We have Foundation open, selected import STAAD File, but it seems it is looking for a .afs file instead of the .std file
View ArticleRE: RAM 14.06: is there are way to read/write deflection criteria via DA?
New models created using DataAccess have the same criteria defaults as new models created from the Manager. Hence, all you need to do is set up the desired defaults using the Manager - Tools -...
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