Alternative Methods on how to resolve forgotten torsional reinforcement in...
May I ask your professional opinions and advice on what are the alternative methods to resolve the problem when the Engineer forgot to put torsional reinforcement base on the structural plan on a...
View ArticleCracking Moment of Inertia | Physical Model
Good day,I would like to ask how to add cracking moment of inertia in Physical Modeler of STAAD?
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STAAD BUILT IN MEMORY BLOCK HAS OVERFLOWED
Dear Team,I am facing "Staad built in memory block has overflowed" error while running staad. Refer attach image.Note that I can run this file in STAAD advance with Memory 900 but same file is giving...
View ArticleControl Dependent function
Hi , Can I use Control dependent function to transfer equipment load from it's CG to the support points on beams ? , If Used How well it yield results for seismic spectrum is defined
View Articlestudent version access denied
I want to download the staadpro software via student acess..but when i am uploading id card of my institute its not working pls help me with this....!
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RAM Frame - Torsional Irregularity Check
Working through a RAM model and when checking torsional irregularity in the drift report, I am wondering why values for my other levels do not appear? I have followed the Direct Analysis Method sheet...
View ArticleCan someone help me with this problem
**************************************************** * * * STAAD.Pro V8i SELECTseries6 * * Version 20.07.11.33 * * Proprietary Program of * * Bentley Systems, Inc. * * Date= MAR 1, 2024 * * Time=...
View ArticleRHS biaxial design is800 2007 cl 9.3.2.2 equation 1
I have modelled an FOB with portal over plate girder supporting utilites at top beam.I have adopted RHS section for portal (Column and beam).In design, staad only shows the utility ratio as per cl...
View ArticleSTRUCTURE WIZARD
Dear sir / Madam ,structure wizard in my staad pro connect series is not working , need help on this regard
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Staad Pro Connect Series - SEI 1 Design parameter - IS 800 LSD
Dear Sir/Madam,We are facing 1 issue In STAAD PRO Connect Series, Design Code : IS 800 LSDSeismic Definition : Response Spectra CQC IS 1893 - 2016Member size : Hot Rolled UCWhen we apply Design...
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STAAD Pro Slenderness Check Canadian Code S16
STAAD Pro apprears to be checking my slenderness using r primed rather then just r I did some hand calcs to show it passing but staad is reading it as failure through trial and error I determined it...
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Staad Foundation Advanced 2023 - How do you model pedestals?
How do you model pedestals directly in Staad Foundation Advanced 2023?
View Article3 Storey Mixed Use Building Stability
communities.bentley.com/.../3617.PROJECT.stdHello is there any ways that my building will fix its stability in foundation design?Im also having troubles in regarding to my columns which cannot provide...
View ArticleRAM foundation
In the RAM Foundation module, I get an error message saying 'Footing is in Uplift'. When I am manually checking this by using the forces from RAM frame, I do not see any uplift. What load combination...
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RAM Frame: Lateral Loads
I have four columns which are 7-0" deeper than the rest of the columns. So, I added a new level for them to account for the additional moment (As they are braced frames). I noticed the overall lateral...
View ArticleAluminum Design USA. STAAD.Pro Connect Edition
After few hiccups, I was able to analyze an Aluminum frame in STAAD without any errors. As of now, I am getting displacements and reactions in post processing mode, but not any beam results or...
View ArticleShear Stirrup for Beam
Hi, anyone could help how to change the spacing of beam & girder stirrups. It always shows 50mm. But in the parameters the minimum is 75mm. I need to have it in 100mm as minimum spacing. How is...
View ArticleStory Drift Calculation
I see STAAD offers a feature to calculate the inter-story drift. I have some questions as following:1. STAAD automatically identifies floor without any input and the story drift is seemingly calculated...
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Response Spectra in Negative Direction | STAAD
Good day,I would like to ask if it is needed to indicate the negative direction of X and Z for Response Spectra if I would like to get the effect of it in the opposite direction. (Please see pic...
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