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ASCE-7 wind load issue
Who can tell me why the wind load expression changed when the frequency changed from 0.5Hz to 2Hz?
View ArticleRAM Unable to define Beam
communities.bentley.com/.../Bergenfield-Municipal-Building_2D00_Gravity.rssA few beams in my model (3rd floor framing) are not being assigned joist sizes due to criteria not being met. I am not sure...
View ArticleRAM Elements - Using Shell Element to Model a Concrete Slab
I have a structure with a shear wall on one end and several moment frames throughout the structure. Before I start final design, I want to get an idea on what percentage of the lateral load will be...
View Article[CONNECT]-Do I have to consider Bottom Reinforcement in uncracked (Class U)...
In Ram Concept (ACI318-11)Do I have to consider Bottom Reinforcement which comes out of (18.8.2,18.9.3.2) from Bottom Reinforcement Plan in uncracked (Class U) bonded tendons two-way slab system in...
View ArticleStaad Pro Connect Edition
Hi,Can we use Staad Foundation Advanced and RCDC with Staad Pro CE licence?Thank you.
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Can't generate load for command and how to import new member for coldformed...
Actually i used user provided table for american cold formed steel. after assigning the properties This error is coming. Dono how to solve it. Can u help me ( Cannot generate load for command S1 Gx...
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STAAD Pro CONNECT - Error Multilinear Analysis with Inclined nodes
Hello,I had a previous model using V8iSS6 for a curved concrete retaining wall Capping Beam.Due to the curved nature the supports are inclined around the curve, and there is a multi-linear spring...
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I want to insert CFS section to my staad pro model
THIS PROPERTY ONLY.... I WANT TO USE IN MY STAAD MODEL.... HOW TO USE THIS AS A COLDFORMED STEEL (AMERICAN)
View Articlerigid linc and fudamental time period
Is there any ill effect of rigid linc in calculation of time period ?
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RAM SS Gravity Column Design
The gravity column design interaction equation H1-1a in RAM SS does not account for the Mux/(0.9Mnx) in the unity equation. Why is that ?
View ArticleHow to change the local axis colors in STAAD. I have STAAD.Pro CONNECT
How do I submit a service request specific to the software I am using? The service request submission process is confusing to me. None of the Products on the drop down menu are what I need assistance...
View Articledesign of flare stack foundation in staad pro
dear sir ,i have just viewed about the equipment for flare stack and have to design the same in staad pro select series ss5, so what will be the load cases to be considered for designing flare stack, i...
View Articledesign of flare stack foundation in staad pro
dear sir ,i have just viewed about the equipment for flare stack and have to design the same in staad pro select series ss5, so what will be the load cases to be considered for designing flare stack, i...
View ArticleCreating Isotropic Materials through OpenSTAAD
Hi,I am trying to use the "CreateIsotropicMaterialSteel" and "CreateIsotropicMaterialConcrete" functions of OpenSTAAD that appear in the "STAADLibBentley" library.However, I consistently get the error...
View Articleregarding errors encountered while designing building with is 13920
Hi everyone, I'm a novice designer. I'm designing a building as per is 13920 2016 in staad pro but getting many errors/warnings mentioned below, hope I will get solutions to them1....
View ArticleWARNING: MINIMUM WEB THICKNESS REQUIREMENT FOR SERVICEABILITY NOT ACHIEVED...
HI,The warning says that MINIMUM WEB THICKNESS REQUIREMENT FOR SERVICEABILITY NOT ACHIEVED FOR MEMBER. However, upon manual calculation, it satisfies the said provision of the code.Please see attached...
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unhandled exception error when using command file button in staad connect
We are getting below error when using 'Command file' button in Staad connect 21.03.00.146
View ArticleHow to find the actual ratio?
I have calculated ratio for a member (Fa / FA + fbz / FCZ + fby / FCY); which is come 1.076 for member 11but in staad pro it is 1.003 please let me know how to calculate this ratio.please have a look...
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Section Wizard
Hello STAAD community,I'm using Section Wizard for creating this C-shape beam with cover plate. (please see snapshot below)My question is will there be an issue if there's clashing in the plate and...
View ArticleDESIGN OF UNDEGROUND WATER TANK
Hello everyone, this is Neil again. Can I DESIGN an UNDEGROUND WATER TANK using Staad? Thanks
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