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Staad Pro analysis of moment connection
Hi all,I have a steel frame with moment connections and pinned connections. At the top of one column (which is a moment connection) I have three beams with the following forces and moments (for...
View ArticleRE: Response Spectrum Analysis on Large Model (STAAD)
Thank you for the response Sye. The Load Dependent Ritz Vector method was very helpful. I'm not very familiar with it so I will have to research it to determine how it works and if the governing codes...
View ArticleResponse Spectrum Analysis on Large Model (STAAD)
I'm running a response spectrum analysis on a fairly large model (11,000 nodes) in STAAD (SELECT Series 6 v20.07.11.50) and combining the modal results using the CQC method. Due to the size of the...
View Articleram beam only designing unfactored
I thought I had everything done and when I was looking through my reports/beamdesign/all report. All the values being shown are non-factored. By using the AISC 360-10LRFD I thought it would then use...
View ArticleRE: ERROR: NOT ALL JOINTS SPECIFIED IN ABOVE SURFACE INCIDENCES ARE COPLANAR
Thank you! I need to apply tension to the structure. Should I do it by applying point loads at the four corners (and use foundation supports) or achieve the tension by directly using spring supports?
View ArticleRAM Concept - Mat Slab on grade - Reinforcement
I'm working on a mat slab on grade to support a silo at a concrete batch plant and wanted to model the slab in RAM Concept.1. Our model for a slab on grade has flagged ACI318 section 7.12. Per ACI318...
View ArticleTorsional Moments in One-way Slab in RAM Concept
We are modeling a one-way slab on beams using RAM Concept. The floor layout / footprint is generally rectangular with 3 elevator cores. The one-way slabs span approximately 22 feet between 3 feet...
View ArticleIs there a way to export high resolution images from RAM concept to be used...
Is there a way to export high resolution images from RAM concept to be used in a design competition entry?
View ArticleRE: I am receiving errors. "...floor diaphragm is present in the model. Wind...
Hi Sye. Thank for the help.. Anyway, I tried running the modified file that you have uploaded, it says *********************************************************** * * * Z DIRECTION : Ta = 0.287 Tb =...
View ArticleRE: I am receiving errors. "...floor diaphragm is present in the model. Wind...
I have already fixed it... Thanks Sye and Mr. DSANJU..
View ArticleRE: Problem to get a results with a Macro with STAAD.PRO
I need to check your code to find the problem. Can you attach the excel file (zip the file and go to Advanced Reply Editor to attach)?
View ArticleRE: Problem to get a results with a Macro with STAAD.PRO
Hello my friend,Thanks for your reply.I attach a file with 3 files, plate_original.xls (sheet1) where a friend send me a file with a code that get a results from a reactions and displacements...
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RE: Problem to get a results with a Macro with STAAD.PRO
I have reviewed your code (Plate4.xlsm). Following are the reasons for the 0 values--1. You have used the following function to extract the support reactions--objOpenSTAAD.Output.GetSupportReactions i,...
View ArticleRE: Problem to get a results with a Macro with STAAD.PRO
Yes, This is the answer. Thank you a lot!!! =)
View ArticleProblem to get a results with a Macro with STAAD.PRO
Hello,I'm trying to export result data to ms excel file. To make this, I get the example data rectangle-beam.xls and I'm trying to modify the code with the help to the open staad hel document.I want...
View ArticleRam Frame Freezing
Im working on a project designing a concrete structure using Ram Concrete. I have all of my criteria input and elements placed and my model will run through the concrete gravity analysis module but...
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STAAD.Pro SLAB Design & report analysis
Dear Support,Below is the STAAD Editor file of a 3M X 3M X 0.2M Slab Design by using IS 456:2000:Below are my questions:1.Plz refer attached image file below & I want to understand how we can...
View ArticleRE: Snow Load
Hi,If your query has been addressed then please click on the tab "VERIFY ANSWER".Thank you.
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