Updating Staad Pro V8i to latest build
Hi there, can you please describe how to update the Staad Pro V8i SS6 to the latest build? I am struggling to do so. Many company PC's require the latest software to be consistent.Thanks a lot
View ArticleLive Load Output
I ran a 4 span continuous steel bridge using staad pro. My intention is to extract H20-44 live load to calculate the Rating factor for (Iventory and Operating rating). I attached my file. Is the LL...
View ArticleTransfer model data rom AutoCAD Plant 3D to STAAD
We have some structures and building modeled in AutoCAD Plant 3D. We need to import those models into STAAD for analysis, also with maximum of analytical and physical model properties. AutoCAD Plant 3D...
View ArticleRAM Connect 11.00.00.177 Install via SCCM
Hello --Any tips for setting up the program for install via SCCM? There seems to be a lot of moving parts, and running the setup.exe's with /? at the end doesn't give any hints on how to install...
View ArticleSTAAD RCDC
I want to download Staad RCDC Softwer from this site but their is no option available for download this software. so please tell me how m i download it.
View ArticleStatic check result
i was checking the static check result for my model and I have moment difference . I dont have any idea why this is happening and if I have to resolve any issue. I dont receive any warnings
View ArticleMODAL CALCULATION & Rayleigh Frequency
Which one should I use when I need to find fundamental natural frequency for vertical and horizontal?need to check against the code.1) create 3 different load case with self weight in 3 different...
View ArticleReturn Physical Member by OpenStaad
HiDoes anyone know on how to return physical members in OpenStaad?What is the syntax? or turnaround.I was looking through Help menu but unfortunately I cannot find any.Thanks
View ArticleDouble Angle Steel Design with Same Flange size as existing but Different...
I am trying to determine sizes for the existing double angles that are failing and I am preferring that the leg heights stay the same and only the thickness change. Is there a way to do this?
View ArticleGrating Design
This question was posted in the Files section of the Bentley Communities by user Waqas Ghani : Sir I am analyzing the grating which is under 13.14kn load. I don't know how to design and which perameter...
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Concrete column ties
Posted on behalf of user Manish Chhugani : Dear Staad Team, I have one query related to output for concrete column design, please see the highlighted text in the attachment. “Tie Bar Number 10 Spacing...
View ArticleNO RIGID DIAPHRAGM WARNING
This query is posted on behalf of user Gautam Paul :I think this warning is because of out of plane load. Does this warning mean that the structure is going to collapse. How to avoid such...
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Design Base plate joint from RAM Connection
Hi everyone!I wanted to create a base plate joint from RAM connection, after analyzed by Stadd pro but it didn't work. appeared a notification conveyed that: " no connections have been designed ".See...
View ArticleRAM Concrete Shearwall UK
I'm trying to use RAM Concrete for shear wall design, however the bar templates whether manual or auto only appear to haveUS bar sizes not UK ones. This is of regardless of which design code is...
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Staad RCC column design output
Dear Staad Team,Please see the below given Staad output, highlighted is tie bar details. Input unit of Staad editor is Meter KN, design is done as per ACI 318 - 2011."Tie bar number 10 spacing...
View ArticleDesign of Stainless steel structure according to EUROCODE
Is it possible to design stainless steel structure according to EUROCODE in STAAD?Since current version we are using is STAAD SS6 (20.07.11.70) which supports design according to EN 1993-1-1:2005 &...
View ArticleAmplified first-order analysis
I have a small one story 3-D structure consisting of 3 frames. I analysed it without P-Delta and designed with the Amplified first-order elastic analysis method. The design report of one of the...
View ArticleInstability at Joint Warning
Can anyone know why I am getting Instability warnings for joints 2, 11, 54 and 63 in STAAD Model below?Thank you.STAAD SPACESTART JOB INFORMATIONENGINEER DATE 16-Aug-16END JOB INFORMATIONINPUT WIDTH...
View Article**ERROR- MORE THAN ONE UBC LOAD COMMAND IN A LOAD CASE.iw
Hi i did this small practise while learning staad i got initially 5 errors it cant get solved please help thanks in advance
View ArticleGrid Data not Available
I have a pile-support mat foundation which I imported from STAAD into STAAD.foundation.I specified the mesh and added piles. I ran the analysis.But when I go to do the design the program returns:...
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