MMAG used in Staad Pro V8i SS6
Hello,Can anyone tell me how to add Moment Reduction Factor for Additional Moment calculated due to Slenderness effect (as per IS-456:2000 clause no. 39.7.1.1)Because when i am using MMAG command then...
View ArticleRE: User table property
Please refer to the attached model. I have created a sample .UPT file and used in the model. Please have a look.(Please visit the site to view this file)
View ArticleUser table property
Hi,I have imported some sections from the section wizard to use in an analysis model, created user provided tables for them and assigned the section types to members.However, I get errors saying that...
View ArticleRE: Can anyone provide design file of structure(staad input) with load...
Sir i have done design of G+1 building .Seismic Static analysis was done by joint weight method,please add p -delta effect on the structure ,actually i want to the know the sequence in which p-delta is...
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RE: Offset vs. Rigid type of Master/Slave
Both the situations are exactly not the same.First of all the master-slave connectivity should have been also added at the intermediate locations (see below).Secondly, the important part is the the...
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Offset vs. Rigid type of Master/Slave
Dear All,Reference to this topic http://communities.bentley.com/products/structural/structural_analysis___design/f/5932/t/43424. It’s mentioned that in order to achieve the analysis model for the below...
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RE: Can anyone provide design file of structure(staad input) with load...
As you want to perform the P-Delta analysis, we suggest you to use the REPEAT LOAD instead of the LOAD COMBINATION in order to obtain the actual second order effect.One of the syntax as shown below...
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RE: p - delta
As you want to perform the P-Delta analysis, we suggest you to use the REPEAT LOAD instead of the LOAD COMBINATION in order to obtain the actual second order effect. One of the syntax as shown below...
View Articlep - delta
Sir i have done design of G+1 building .Seismic Static analysis was done by joint weight method,please add p -delta effect on the structure ,actually i want to the know the sequence in which p-delta is...
View ArticleRE: Section Builder Export to STAAD Pro - "Invalid Name"
It is the "." which is creating the issue. Try a name without the " . " and it should work.
View ArticleSection Builder Export to STAAD Pro - "Invalid Name"
I have created a built-up plate section in Section Builder and when i go to export it to STAAD Pro I get all the way to the properties dialog box to where I have to give it a name and click OK.....when...
View ArticleRE: Allowable Bending Stresses for Non-Compact Web Sections per AISC 9th edition
David, a defect# 495060 is now logged in our bug tracking system and this will be taken care of in the SS7 release of STAAD.Pro scheduled for fall of 2016.
View ArticleAllowable Bending Stresses for Non-Compact Web Sections per AISC 9th edition
Equation F1-5 of AISC 9th edition specifies for non-compact web sections that Fbz = 60%FyEquation F2-2 of AISC 9th edition specifies for non-compact web sections that Fby = 60%FyHowever, STAAD PRO...
View ArticleRE: Can anyone provide design file of structure(staad input) with load...
Can you please explain your point associated with this model?
View ArticleBuilt-up members parameters
Hi everyone!In my STAAD.Pro V8i (series 4) versión 20.07.09.31 I find that design parameters (according AISC 05) for built-up members STP, SNUG and CSP do not work at all. Neither the slenderness nor...
View ArticleDesign output is not correct for Pipe PIP section
Using pipe section (PIP) resulted in incorrect design output. For example PIPS12, while HSSP12.75x0.375 giving different and more accurate result. As for using both, STAAD using AISC H3 equation for...
View ArticleRE: Difference in results of analysis in staad and solidworks.
For us to provide a meaningful answer, please upload the model and mention which specific member number and results you are referring to and why you think these results are not realistic.
View ArticleDifference in results of analysis in staad and solidworks.
I have to model a 6x3M weighbridge structure using plates and U beams. U beam is made using 'create user table' option. The structure is supported in all four corners with fixed support and load is...
View ArticleRE: Can anyone provide design file of structure(staad input) with load...
Assuming you wanted to get the appropriate commands in the file to do a PDELTA ANALYSIS, I have replaced the PERFORM ANALYSIS with PDELTA 15 ANALYSIS and changed the LOAD COMBINATIONs to REPEAT LOADs....
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Error in New Version SS6
Hi All,I just installed STAAD pro SS6 latest version and open previous version file(SS5) in new version, but it shows following warning that I had not faced in previous versionplease suggest see below...
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