RE: Error Create any section
As of now any section defined in Free Sketch or Section builder and exported to STAAD.Pro as a general or a prismatic section, comes in with the properties only. The .upt file created as a result of...
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Error Create any section
Hi everybody.I want to create a cross-section as show in the image. but when I saw the 3D rendered View mode was not correctly the section I have created.Under the are my files. Thanks for helping...
View ArticleRE: SS5 vs SS6 AISC 05 code design
There is no facility in STAAD to specify a beam with 2 webs, except as a rectangular tube. We often find users trying to approximate a non-standard or built-up section to a "General" section type...
View ArticleSS5 vs SS6 AISC 05 code design
Dear All Today i got surprised by seeing the stress ratios of my staad file. All members are hotrolled steel section and very much passing in ss4 or ss5 version with AISC 05 unified code now same...
View Article*** WARNING:CMN PARAM INVALID FOR NATIONAL ANNEX
I am designing a welded steel structure.As structure is welded i have mentionedCMN 0.5 to beamsCMN 0.7 to columns (fixed support at bottom of column and tied using beams at top )It is showing...
View ArticleRE: Error in New Version SS6
Mr. Suro any answers, suggestions for my post above? please help
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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...
View ArticleRE: STAAD.Pro Direct Analysis Method Applying Notional Loads Correctly
My apologies, I meant to say I am looking at example 3.2, not 3.2. Thank you for the pointer about factoring the notional loads. Unfortunately my results still aren't matching those provided in the...
View ArticlePregunta para adquirir software RAM
Hola!! Esta es mi primera vez escribiendo en la comunidad. Soy de Argentina y quisiera saber donde adquirir el software de RAM para Steel Framing. Aca no econtre distribuidor y por otros lugares hablan...
View ArticleRE: Memory Issues Performing an Analysis
Michael : There were memory related issues when carrying out design as per the AISC 360 in earlier versions of STAAD.Pro but these have been fixed since then. So if you are not using the latest...
View ArticleRE: STAAD.Pro Direct Analysis Method Applying Notional Loads Correctly
Can you please upload your .std file so that I can take a look at it ?
View ArticleRE: STAAD.Pro Direct Analysis Method Applying Notional Loads Correctly
Yes, I uploaded my .std file using the Secure File Upload. Thank you for looking into this.
View ArticleRE: Memory Issues Performing an Analysis
Unfortunately due to the nature of the project I'm on I cannot upgrade the version of STAAD or send you the .std file. I revised the input file so that SET NL was set to 50, but I'm still unable to run...
View ArticleRE: Memory Issues Performing an Analysis
What is the STAAD.Pro version you have ( 20.07.xx.xx number that you can find from within Help > About STAAD.Pro ) ? With the size of model you mentioned, I am not sure why you are having the memory...
View ArticleMemory Issues Performing an Analysis
I'm trying to analyze a large model (15,000 nodes, 31,000 beams, 2500 plates) but I'm receiving various error messages. The analysis has 17 reference load cases, 43 primary load cases and 600 load...
View ArticleRE: STAAD.Pro Direct Analysis Method Applying Notional Loads Correctly
STAAD SPACESTART JOB INFORMATIONENGINEER DATE 01-Jul-16END JOB INFORMATIONINPUT WIDTH 79UNIT FEET KIPJOINT COORDINATES1 0 0 0; 2 0 30 0; 3 40 30 0; 4 40 0 0; 5 80 30 0; 6 80 0 0; 7 120 30 0;8 120 0 0;...
View ArticleRE: Memory Issues Performing an Analysis
I have version 20.07.11.50. I was able to run the analysis with 600 load combinations by not performing any code checks. I was able to upgrade my memory to 32GB ram, but could only run 300 load...
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