CREATE SEISMIC FRAME
Hello everybodyTo design SCBF I must work whit the expected brace strength in tension and post buckling brace strength in compression and calculate the forces in columns whit the result forces...
View ArticleMATRIX BANDWIDTH ERROR please help
hello i am working on project and i get this error please help**ERROR-MATRIX BANDWIDTH OF 197548 IS GREATER THAN THE LIMIT OF 120000communities.bentley.com/.../_0F200F20_haqlsoftbottom-shear-extmid.std
View ArticleSTAAD Foundation Advanced - Strap Footing Design
Hi All,I have attached the model generated by STAAD Foundation Advanced Connect Edition (v8.4.1). Anyone can help me find the answer to the following questions:The pressure at corners is reported...
View ArticleIssue in Latest Code of AISC-2016 with built-up tepered member design
As per customer requirement, he want all primaries design with latest design code AISC-360-2016 but as per Latest STAAD.Pro CONNECT Edition version 22 (22.00.00.015), it’s seem to be failure of the...
View ArticleOpenstaad functions-"GetInputUnitForLength"
I doNOT know why this funciton does not work. Help thanksPrivate Sub CommandButton1_Click()Dim objOpenSTAAD As OpenSTAADSet objOpenSTAAD = GetObject(, "StaadPro.OpenSTAAD")Dim strInputUnitForLength As...
View ArticleNeed to transfer STAAD license from old to new system
Hi,Myself Charith from icad engineering. We have 3 STAAD Pro licenses in office and need to transfer them to new laptops. Can someone please help or guide how to get it done.
View ArticleHow to ensure model beam loads in Staad pro are correctly imported into RCDC...
After successful modelling in Staad pro I switched to RCDC for beam design. Upon checking the member forces I noticed that the listed loads are way too low compared to model beam loads. How to ensure...
View ArticleLOAD DISTRIBUTION PATTERN
CAN ANYONE EXPLAIN ME THE LOAD DISTRIBUTION IN MY MODEL AS ON FIRST FLOOR THE SPAN IN X AND Z DIRCTION IS 1.83 M . WHY LOAD IS DISTRIBUTED IN RECTANGULAR FORM. AND NOT IN TRAPEZIUM FORM. I UPLOADED MY...
View ArticleQ&A for Webinar: Mining Data from RAM Models
Please feel free to ask your questions or post your comments here on this discussion thread regarding the webinar, "Mining Data from RAM Models." <Webinar Description coming soon!>Want...
View ArticleQ&A for Webinar: Design of Foundations for Stability
Please feel free to ask your questions or post your comments here on this discussion thread regarding the webinar, "Design of Foundations for Stability." <Webinar Description coming soon!>Want...
View ArticleQ&A for Webinar: Design of Web Openings in Steel Beams to Eurocode
Please feel free to ask your questions or post your comments here on this discussion thread regarding the webinar, "Design of Web Openings in Steel Beams to Eurocode." <Webinar Description coming...
View ArticleQ&A for Webinar: Evaluating PT Slab Design Alternatives
Please feel free to ask your questions or post your comments here on this discussion thread regarding the webinar, "Evaluating PT Slab Design Alternatives." <Webinar Description coming soon!>Want...
View ArticleQ&A for Webinar: Integrated Structural Design of Water and Wastewater Facilities
Please feel free to ask your questions or post your comments here on this discussion thread regarding the webinar, "Integrated Structural Design of Water and Wastewater Facilities." <Webinar...
View ArticleDesign of a Beam perpendicular to and below a top beam
Hello,I am designing a rooftop dunnage structure in staad pro. In my case, I have beams which are on top of one another in perpendicular directions. So I created a thick post between those beams to act...
View ArticleWhen ISM Section Mapping from RAM to Revit the external family is not importing.
My company is trying to create a step by step tutorial on how to utilize our RAM to Revit ISM transfer, as we've had some issues in the past and I am in charge of making sure it works. At the moment an...
View ArticleRAM Concept - escape key not working
I am learning RAM Concept. In section 5.2 of the manual, it says to hit the escape key to cancel what is drawn. When I draw columns and then hit escape, nothing happens. Do I need to do something to...
View ArticleBentley Structural Property Catalogue Manager Is Not Connected -Warning / Help
Dear Colleagues,I use STAAD.Pro CONNECT Edition - Version 21.03.00.146, which was/is working fine; but the moment I load the application the below 'Exception' pops up.Any suggestions highly...
View ArticleProblem in STAAD.Pro software
Under loading section in Seismic parameters, the drop down box appearing is blank and is not accepting values pr codes.communities.bentley.com/.../Staad_5F00_Prob.flvThe video for the same is attached...
View ArticleTorsion Check by STAAD Connect
hi, Can someone share any verification example for torsion design of RC beam as per STAAD Connect. The program is showing fail in many beams which were properly designed in STAAD V8i. Has someone...
View ArticlePossible to hide the "Envelope" Warning -reg.
Dear Colleagues,Previously in SS when using loadcases repeatedly in different envelopes, there wasn't any warnings; but since the CONNECT Edition, we see this...Is there any way to hide/suppress these...
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