How to input the AutoCAD file to Staad.If for small building I can able to...
I have attached my DXF out file. please sort out what's the error that I made in the file. Give suggestion to generate DXF out file without any error.communities.bentley.com/.../Final-plan.pdf
View ArticleHow can I visualise the difference between a fixed and enforced support in...
Visualise the difference between a fixed and enforced support I am unable to visualise the theoretical difference between the two supports in STAAD post processing mode for a sway frame with plate...
View ArticleRAM Elements Concrete Wall Module
Does the RAM Elements Concrete Wall Module take P-Delta effects into account?
View ArticleMy staad file shows more warnings. suggest how to reduce warnings in my file.
My file shows more than 100 warnings. It shows section fails but already i have given heavier section.Please tell me how to do the design economically.I have attached my staad...
View ArticleHELP PLEASE - AMD processor issue
WHEN I USE RAM ELEMENTS, IT WORKS PERFECTLY TILL I HAVE TO PROCESS. THEN IT APPEARS "AMD PROCESATORS... TRY THE DIRECT SOLUCIONATOR" OR SOMETHING LIKE THAT. I KNOW MY LAPTOP USE AN AMD INSTEAD A CORE...
View ArticleRam Elements - Retaining wall module rebar
I have a masonry retaining wall. Can I specify the vertical reinforcement to be mid-depth instead of int vs ext?Thanks
View ArticleWhy RAM didn't check Canadian S16-14 Seismic Requirement of Chapter 27
I have generated wind and seismic load case, combination by using NBCC 2010.RAM showed all the combinations were there, but Report showed "Seismic Design Requirement of Chapter 27 are not checked"....
View ArticleCalculation of Utilization Ratio for Custom Member section properties
The problem I am having is that I have a crane rail which is basically a compound section which I have had to define as a user defined section and calculate the properties. When I use the method given...
View ArticleConcept to Revit Reinforcement Plan
I've attempted to transfer rebar ISM from Concept to Revit following the steps detailed in the hyperlink below. Everything works until I need to separate the top and bottom reinforcing to their...
View ArticleSteel rebar in columns
HiI have a question, if someone can comment, it woule be greatly appreciated.I model, analyzed and design a 3 story concrete building using Staad Pro.The distances in between columns in one direction...
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Punching Shear for combined foundation: STAAD Foundation Advanced (CONNECT)
Hi, I use the SFA CONNECT v8.3.0.20. My question is that when SFA check for punching shear of combined foundation, would the additional moment from applied shear and applied moment at the top of...
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Error in StaadPro
communities.bentley.com/.../stadium-practice.stdI am having a problem while adding my loads to the seismic parameters. The editor shows errors in Plate Load commands. HELPThe lines in red color are...
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SET Warping command
Looks like this SET WARP command is generating some error in the analysis when the members are graphically copied.STAAD SPACESTART JOB INFORMATIONENGINEER DATE 10-May-18END JOB INFORMATIONINPUT WIDTH...
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Modelling 500mm thick slab on 350mm CFA Piles
Hi, I'm looking for assistance with modelling a 500mm thick water retaining slab on 350mm CFA piles. I currently have the slab on pinned supports but will be adding spring supports for the piles....
View ArticleSISMO CON DEPÓSITO LLENO DE FLUIDO
Hola a todos!Soy nuevo en el foroEstoy simulando con STAAD Pro un equipo por el que entre un fluido por su parte superior y sale por la inferior, pero tengo que el caso en que se quede atascado,...
View Article(Include accidental load check box) vs (Multiplying factor for accidental...
Dear all,I would like to understand the difference between the 2 way to account for accidental torsion 5% as per ASCE7. and when should I use each method.
View ArticleHow can I solve the **error in reading member properties check data format...
Dear All,The following message is showing each time I do the analysis:-**error in reading member properties check data format carefully**I have been using the software for more than three years, and...
View ArticleSingle concrete pile foundation system
Can someone point me in the right direction about any literature regarding this topic?Regards.
View ArticleASCE 7 - 10 Load Combination (Seismic Load Effects)
Hello,my question is regarding section 2.3.6 of ASCE 7 - 10 as it related to STAAD. I have utilized the seismic generator in STAAD and included a seismic definition (IBC 2012) in my model. I can create...
View Article3D view no longer runs
Hi all,I would like to preface that I am a little new to RAM. I was recently sent over an .rss file so that I may analyze some loading. Unfortunately, the model cannot display anything in 3D so I have...
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