Bouyancy Calculation in Pile Cap Design
We have looked through the help topics and the verification manual about how buoyancy is calculated and found little information. Can you describe how the buoyancy reduction is calculated in the self...
View ArticleIs there a change record for MSTower?
Does anyone know if there is a change record for MSTower?I am interested in knowing the changes made to MSTower for each new version released with any description of impacts changes may have to results...
View ArticleDifference in Diaphragm Forces and Applied Forces on Semi Rigid Diaphragms
Hello,I am not sure why the applied diaphragm forces and Applied Loads for Pseudo-Flexible or Semirigid diaphragms are different for the Main Roof. I am guessing the diaphragms high above dumps the...
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Staad
Can grade beams connect between piers on mat foundation help distribute vertical load applied at center node of grade beam?Grade beams are red.
View ArticleMinimum Bar Size for Mat Pedestal
I am having problems with this file using the specified minimum Bar Size #7 for Pedestal in Mat Foundation - Staad Foundation Advanced.I have other files that work but this one has something that makes...
View ArticleSTAAD Dead Load CG
I am analyzing cg shift sensitive structures. I am comparing STAAD cg with the weight report cg. However, I am having trouble with the selfweight cg. For the selfweight, one would think that cg will...
View ArticleSingle Layer of Rebar in SFA Mat Design
Is it possible to use a single layer of rebar in a mat in Staad Foundation Advanced ? If so how do I do it?Do I just set top & bottom cover to put rebar at same place and only use one layer of steel?
View ArticleIs it Possible to analyze and Design of glass fiber structure in Staad Pro SS5?
Hi,Is it Possible to analyze and Design of glass fiber structure in Staad Pro SS5,according to Euro code. If its possible please share example models.Thanks and Regards,K.Manikandakumar.
View ArticlePartial Release in Fx?
Hi everyone,I've a question regards to release in Fx for a support. Say, I've got a typical truss that's pinned at one end with roller support at another with Load applied to the top of the truss....
View ArticleRAM SS- Composite Beam Web Opening
All,I read through the FAQ "Why are my composite beams being designed as non-composite members?' section but am still confused why RAM SS and SBeam both has po<5.6 limits for web penetrations, even...
View ArticleRAM Concrete Node Tolerance Error
Hi,I'm running a model of a concrete podium structure and seem to be running into a "node tolerance error". The exact text is:"Tolerance error at coordinates (x,y,z). Check if all members at this...
View ArticleI have no errors and warnings but I cant generate a result in staad pro. I...
no error no warning but cant generate resultsSTAAD SPACE START JOB INFORMATION ENGINEER DATE 12-Dec-17 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 3.925 0 0; 3 7.85 0...
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Change in utilization ratio from SS6 Build ver 20.07.11.50 vs 20.07.11.90.
Hi,I recently updated my Staad pro SS6 build version from 20.07.11.50 to 20.07.11.90.I could see a considerable variation in the utilization ratio (up to 14%, see screen shot attached).Do anyone know...
View ArticleRAM Connection - Seismic Design Category
I am new user to RAM Connection. May I know how does seismic design category affecting the steel connection design ? Please advice.Thanks.Regards,Chan
View ArticleRAM
My IT guys just help me to install RAM connection software. May i know what are the differences between RAM Structural System, RAM Connection Standalone 8, RAM Connection 8 ? Which one I have to use...
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MS Tower - Head frames creation and connections to monopole
Hi,Can anyone help me with an issue I have with a modelling scenario?I am trying to connect a monopole with a little head frame made up of 3 legs and some horizontals. The problem is I cannot manage to...
View ArticleSection Wizard Misleading Video
On your website's blurb about Section Wizard, there is a video entitled "Comply with Seismic Requirements" that has nothing to do with Section Wizard. See it here:...
View ArticleStuck at "creating menu and commands" during Staad Pro load attempt
I am an IT Administrator for my company and we have several Engineers that use STAAD Pro. After a move to Windows 10 among all, we are seeing a common problem. Regardless of what version (our newest...
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Property Catalog Manager in Staad.pro conect edition V 21.00.00.57
When I run staad. connect edition V. 21.00.00.57 is shown the message whose imaage i have attached
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