RE: can you help me in my thesis? this is the staad file. let me know what is...
Such concern should not be answered unless you are using authentic staad.pro software. I know you are making this forum to take advantage.
View ArticleRE: Response Spectrum Specification per Eurocode 8 2004
The behavior factor affects the design response spectrum. You are probably using the Elastic Response Spectrum.
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 ArticleRE: Modelling tubular joints for API checks in Staad
By default the API code checks considers the joint type as Y. You need to edit the .PUN file, which will be in the same location as the STAAD file (.std) and specify the joint type as K, X or Y or you...
View ArticleRE: What is the type of stress extracted from modal analysis in STAAD Pro.
Modal analysis is the solution of the Eigen condition and the solution are the Eigen values (Natural Frequencies) and Eigen Vector (the mode shapes). Note that the multiples of the Eigen Vectors are...
View ArticleWhat is the type of stress extracted from modal analysis in STAAD Pro.
I am currently a intern in Bentley. My project requires me to extract the modal stress (corresponding to the mode shapes) from the modal analysis in staad pro.I have a question listed below:In the...
View ArticleRE: 33.3334% Reduction in Shear area about Az in SS5 compared to SS4
I think I have already answered this through a service request. The current SS5 version is giving the correct results as the shear area parallel to the flanges in the I section is calculated as 2/3*...
View Article33.3334% Reduction in Shear area about Az in SS5 compared to SS4
Dear Sir,There is a 33.3334% reduction in shear area Az in SS5 in Uptable calculation compared to SS4 calculation.Can you explain why?regardsBubalan SundaramTokyo
View ArticleRE: Checking members with steel design
The buckling checks (compression and lateral torsional buckling) may not be avoided to the best of what I can remember - but providing small effective lengths ( LY, LZ for compression buckling and UNL...
View ArticleRE: Tubular joint check per API RP 2A-WSD (21st Edition)
I think I have already answered the question through a SR. Attached is the STAAD file and the hand calculation validating how Qf is calculated.
View ArticleRE: Tubular joint check per API RP 2A-WSD (21st Edition)
Attached is the hand calculation.
View ArticleTubular joint check per API RP 2A-WSD (21st Edition)
Hi,I have a simple model under force and moment loading. I assigned code check per API to that model and requested full detail of output report (Track 2.0).For the most part, factors that Staad.Pro...
View ArticleRE: RCC column design
Dear Sir, Based on your post, I am now understanding that this warning "The number of iterations exceeded 500" does not mean that member has failed. It means member has passed but capacity ratio...
View ArticleRE: Open Staad member forces extraction for concrete members
Dear Sir, On a similar note, can we get Design results also through OpenSTAAD (for example, Main Reinf required and ties required for Column design and Top/Btm steel and stirrups at a designed...
View ArticleChecking members with steel design
Hello!I am checking some steel members with the EC3. But I don't want they to be checked for buckling. How can I do it? Thanks in advance.
View ArticleRE: Effect of specifying Load Case type
The loading Type defined at the time of creation of the primary loading helps the program to identify the type while creating auto load combination as per the rule set of the codes selected by the...
View ArticleEffect of specifying Load Case type
Dear Sirs, When creating the primary load cases in STAAD, we are allowed to specify load case type as DL, LL, LL (reducable), LL (roof), WL, etc. If I understand correctly, this is used for the...
View ArticleRE: RCC column design
The warning doesn't stop the program to calculate the area of steel required for the column. But, it is an clear indication of the fact the IR can not be computed by the program. I am from Bentley...
View ArticleRCC column design
Dear sir, What does it mean when the out put of staad for column design says that " The number of iterations exceeded 500" ? regards ramakumar
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