Re: STAAD DEFLECTION/STREGTH FOR DIFFERENT LOAD CASES
KrisThis does not address the problem. See my reply to the other post on the Forum.Dear Kris Iam using Envolpe as shown below but it does not give me the right answer, some how staad is reported the...
View ArticleRe: STAAD DEFLECTION/STREGTH FOR DIFFERENT LOAD CASES
In the post processing mode's Beam - Unity Check page, the program is capable of reporting the steel design results of only the final design operation on any given member. By final, we mean the last...
View ArticleRe: Problem with Deflection check in Staad
In the post processing mode's Beam - Unity Check page, the program is capable of reporting the results of only the final design operation on any given member. By final, we mean the last one in case...
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Re: Structural Modeler V8i to STAAD.Pro: Analysis export will not read...
I have follwed the steps you outlined and from what i see the results are the same whether selcting the mapping file or not. I have attached the STAAD file that was exported also. Not sure if I...
View ArticleRe: STAAD.Foundation - Moment Capacity Check
Sye, Thank you for your check and response. Looking forward to the next version.
View ArticleTension only members STAAD pro
When using member tension, may I use load combinations or they would need to be changed for the repeat command and perform analysis on each of them. Version I have is release 20.07.05.15
View ArticleRe: Tension only members STAAD pro
You have to use REPEAT LOAD. You do not need to use PERFORM ANALYSIS and CHANGE after every case though, unless you want to change the member tension assignments between load cases.
View ArticleRe: Structural Modeler V8i to STAAD.Pro: Analysis export will not read...
Please let us know the following details and we will troubleshoot this further1) Exact Structural Modeler version number: e.g. 08.11.07.xx2) List of other Bentley products that you have in your machine...
View ArticleRe: Structural Modeler V8i to STAAD.Pro: Analysis export will not read...
I will be absent from the office for the following week and will follow up with these suggestions and information upon my return. Thank you very much for the attention to this problem. It is greatly...
View ArticleHow to run OpenStaad Application Object in Modal mode
The RESULTS Object with .analyze() function used to be modal where once the command is issued from vb6 staad would run and the vb program will wait till Staad finishes.In The APPLICATION Object, this...
View Article"Application Object" .vs. "Results OBject" Speed
I am forced to convert from the "Results Object" to the "Application Object" but the difference in speed is huge and the Application Object runs very very slow compared to the other.Any Ideas why?Can...
View Articleresponse spectrum analysis in STAAD
HiThree questions regarding the response spectrum analysis. Q1:I am not quite sure why I got zero on the Y and Z directions? Please advise.LOAD 4 LOADTYPESeismic TITLE RESP. SPECTRUM LOADS XMEMBER...
View ArticleDiscrepancy in sheaar results in plate.
I am experiencing a discrepancy in a beam plate model. The SQx and SQy values in the model are decreasing with decreasing plate thickness.
View ArticleRe: How to run OpenStaad Application Object in Modal mode
Hi,I am not sure about the error message. An error message would be shown if you try to run the macro without opening any STAAD model. In general, if you use the application object, first open the...
View ArticleRe: How to run OpenStaad Application Object in Modal mode
This is not the same issue. since i have been using openstaad for many years.I drive Staad from my application almost in silent mode with the "Results Object" and my program will gain control after...
View ArticleStaadPro - Effective Length For Compression Chords In Long Trusses
I have designed a 80m box truss with StaadPro. For the top chords that are in compression, do I need to specify their Lz to be equal to 80m? If I do that, the top chords will fail terribly due to...
View ArticleRe: response spectrum analysis in STAAD
On my question #1, I meant load case #5 (Resp. Spectrum Y direction) and #6 (Resp. Spectrum Z direction).Thanks,
View ArticleRe: response spectrum analysis in STAAD
The zero response in Y and Z were due to insufficient number of modes considered. If you take out the CUT OFF MODE SHAPE command, you would see participation in Y and Z. Also you need to include the...
View ArticleRe: response spectrum analysis in STAAD
Thanks so much, SyeI remove the CUT OFF MODE SHAPE command and it shows all the results. I still have some confusing. Please advise.Q1: I still do not understand what you meant by “Also you need to...
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