RE: SELX/SELY Concrete Wall Russian Code SNiP 2.03.01-84*
Happy New Year to you too. You should use 3m.
View ArticleClik here to view.
SELX/SELY Concrete Wall Russian Code SNiP 2.03.01-84*
Hi all!Could you please, clarify about above design parameter. For example, height of concrete wall is 3m and its divided into 6 parts (each 0.5m), so for each part SELY shall be 3m or 0.5m?Happy New...
View ArticleRE: STAAD Foundation Advanced - conversion
Some of the job names in your afs file had special characters like " ,". Those were removed and the file conversion went fine. A modified version of the file can be downloaded from...
View ArticleRE: STAAD Foundation Advanced - conversion
Original Version 6.02 David J. Brosig, P.E. | Sr. Civil/Structural EngineerLauren Engineers & Constructors, Inc. 901 South First Street, Abilene, TX 79602 325.734.3803...
View ArticleRE: STAAD Foundation Advanced - conversion
Try opening the file I attached in my last post. It should work.
View ArticleRE: STAAD Foundation Advanced - conversion
I was successful when attempting to open the file. Thanks! David J. Brosig, P.E. | Sr. Civil/Structural EngineerLauren Engineers & Constructors, Inc. 901 South First Street, Abilene, TX 79602...
View ArticleSTAAD Foundation Advanced - conversion
I am having difficulty with the "Conversion" of a STAAD Foundation Advanced file from an older version to the latest version 7.2. The file is too large to upload. Please advise on how to upload the...
View ArticleAISC Strength/Serviceability check in design error in STAAD
In STAAD 20.07.11.50 I used the following syntax for Strength/Serviceability checkDEFINE ENVELOPE11 ENVELOPE 1 TYPE SERVICEABILITY10 ENVELOPE 2 TYPE STRENGTHEND DEFINE ENVELOPELOAD LIST ENVELOPE 1...
View ArticleRE: AISC Strength/Serviceability check in design error in STAAD
Hi Vivek, While defining the Envelope, there will not be any load case / combination, which is common between the envelopes. This is creating the problem. In case you have to use the same load case or...
View ArticleRE: Response Spectrum Analysis & Equivalent Lateral Force
Generally, static base shear is in higher than Response Spectrum base shear. But, base shear from RS method can also be higher than the static base shear. Can you please uploa th model?
View ArticleRE: Response Spectrum Analysis & Equivalent Lateral Force
The Equivalent Lateral force method is a static method where the base shear and the corresponding distribution of the pseudo-static force is based on only the Fundamental mode. Whereas, in the Response...
View ArticleRE: AISC Strength/Serviceability check in design error in STAAD
Thanks Mr.Amitava This works. But what is the logic in this. Atleast bentley should give some warning/error message to the user for this error. Currently it simply shows all design results as zero.
View ArticleRE: AISC Strength/Serviceability check in design error in STAAD
Hi Vivek, The primary intention of not having the same load cases / combinations in the list of Strength and Serviceability envelopes is that they were created for different purposes and having...
View ArticleRE: Response Spectrum Analysis & Equivalent Lateral Force
hi, but you consider whole of the mass is added to first mode shape. But İts not in modal analysis. The masses will be summed into other mode shapes and value of final sum can not reach to equivalent...
View ArticleRE: Buckling curve as per Eurocode
Hi Modestas Is there any further development on this problem? - I can't find any way to choose a buckling curve, and it still seems to use curve "a". (Select Series 6, 20.07.11.33)
View ArticleRE: Buckling curve as per Eurocode
In the latest STAAD.Pro version (build 20.07.11.50) the user can select a cold formed section with the design parameter SBLT 2. This will mean that appropriate buckling curve "c" will be used for...
View ArticleBuckling curve as per Eurocode
Dear Forum Memebrs,I'm working on one project which involed hollow tube cold formed members(per EN10219-2) designed according to EN1993-1-1:2005. While do the staad analysis, the imperfection factor...
View Articlehi, I have done spectra analysis and get member forces by macro in excel....
dear sir,I have done spectra analysis and get member forces by macro in excel. seismic load cases are not matching with staad table (beam forces detail) but wihtout seismic case forces are matched,...
View Article