rc DESIGN OUTPUT REPORT
I am designing a concrete column, but I am not able to get the output report. Can you help/advice me?Thanks!!
View ArticleRE: STAAD.Offshore - Invalid Security Module
Thanks for the response. Do you know if there would be compatibility issues between STAAD.Offshore (build 03.00.02.00) and STAAD Pro V8i (SELECT series 2 - build 20.07.07.32)?
View ArticleRE: STAAD.Offshore - Invalid Security Module
I am not sure about that. I think there should not be any issues, however I would still upgrade STAAD.Pro version as well.
View ArticleSTAAD.Offshore - Invalid Security Module
Hi,I am running STAAD.Offshore version 2.0.6.1 on Windows 7. Whenever launching the application, I get an error message reading "Invalid Security Module!". I press ok and the application remains...
View ArticleDirect Analyses
Hi,Could someone provide some info. on direct analyses facility available within StaadPro. Please include any technical paper available on the issue.Many thanks.
View ArticleAnalisis modal y efectos por torsion
Deseo saber si STAAD al hacer analisis modal considera efectos de torsion, en particular si necesito adicionar momentos por torsion a las columnas cuando realizo un analisis modal o ya estan incluidos...
View ArticleRoof Live Load and Snow Load
I have a steel frame model in RAM Structural System. The beams are being designed for both roof live load and snow loads. In the criteria I have "Consider Snow Loads, Ignore Roof Live Loads" checked....
View ArticleRE: Instability at joints
hello i am new in this group. can any 1 help me with my problem. i want to restraint the member joint as it is coming very odd. i am using british code. can you please give me the formula on how to...
View ArticleInstability at joints
I have 2 warnings that I cannot resolve. I had more that I was able to get rid of by changing member releases, but these 2 are stumping me, especially the one at joint 38 where the direction is FZ....
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Secondary beams not showing correct BM
I have a relatively complex arrangement of primary and secondary steel beams. For modeling beams, I have used the design parameters DJ1 and DJ2 specifying the start and end nodes for beams, and used...
View ArticleRE: IFC Import
Hi Steve,Thank you for your help.How can I regect this plates? Can you please send sone screenshots of the steps that I need to do?Regards,Alex
View ArticleSTAAD calculation vs hand calculation difference LRFD
Hello,I am comparing results, STAAD vs hand calculation.A pipe support, 700cm high, loaded with 2500kg earthquake load.Please find attached pdf with hand calc. and staad file below.In STAAD the...
View ArticleResponse Spectrum Specification per Eurocode 8 2004
in Eurocode 8 2004 th Behaviour Factor should change the result of forces and drift of the structure significantly , but its do nothing in STAAD PRO ?any body know the reason ?
View ArticlePush Over Analysis In Staad Pro
Hi ,I have to do Push Over Analysis of a one story steel building with a truss roof in staad. This is for the purpose of comparing the seismic provisions given in two codes . How do i go about doing it...
View ArticleRE: Push Over Analysis In Staad Pro
Here is a TechNote about the Pushover Analysis in STAAD.Pro: communities.bentley.com/.../3800.aspxYou can also find some discussions about the Pushover Analysis in this Forum.Finally, you can find many...
View ArticleRE: RCC column design
The program is automatically increasing % of Reinforcement and starting with a new round of iteration. After 500 iteration, it fails to calculate the capacity. This message indicates that column design...
View ArticleRE: Cable command
In STAAD, there are 2 methods for handling cables:1) By using the MEMBER TENSION command in conjunction with the MEMBER CABLE commandThis method works satisfactorily as long as the cables do not go...
View ArticleCable command
Hello everybody,I'm doing lifting analysis in STAAD-Pro V8i (the input file is attached). I've defined the slings as cable with command "MEMBER CABLE 4017 TO 4024 TENSION 0". After analysis, two of the...
View ArticleRE: STAAD calculation vs hand calculation difference LRFD
On page 16.1-101 of the LRFD Third edition manual, Lambda_P = 0.071E/Fy which is equal to 0.071 * 2090420 / 2396 = 61.9D/t = 32.385 / [0.5*(32.385 - 30.48)] = 34Since D/t is less than Lambda_P, the...
View ArticleRE: rc DESIGN OUTPUT REPORT
The design output is clearing mention that % of reinforcement required is more than 6. You to change the sectional dimension. ***REINFORCING EXCEEDING 6 PERCENT. CHANGE SIZE.You need to revise the...
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