Wind Load Warning
I asked this question before, the answer was to indicate the Y ranges, X ranges and Z ranges with tolerances. I did that but the warnings are still there. The std file was attached for further review...
View ArticleMAT Foundation Analysis - Verification Model
I am developing verification models for Foundation Advanced (FA) and was following an article posted by Sye Chakraborty, titled "Mat analyzed in STAAD.Pro and designed in STAAD.Foundation Advanced"....
View ArticleHow to get plate design forces at specific location using "Result along Line...
Hi,When modelling shear walls using "plate" how do you extract design forces at a specific location (say design forces mid-height of wall, top of wall, etc.) using Result Along Line - Cut by a line or...
View ArticleClass 4 Section per Canadian code - CSA S16
According to STAAD's help file, STAAD (build 2007.07 or higher) is capable to design Class 4 Sections per Canadian code (CSA S16). What is the design procedures used by STAAD to calculate the...
View ArticleRAM Concept files getting corrupted
Hi,Twice in a span of two days now, RAM Concept gave me an error while I tried to save a model. A message pops up saying "An error has occurred" while I try to open this file. I tried to use the...
View ArticleLIMCON Block Shear is not checked for Bolt Group
In LIMCON v3.6.02.04 I am using the Bolt Group connection type (with Canadian S16 codes), and there is always a "WARNING: Block shear is not checked" statement. However, it appears that further down...
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Which type of Stresses should i consider?
Dear Staad Professionals,I have doubt in my educational project. i saw different stresses in post processing menu.i.e, Max Compressive stresses and Max Axial stresses.what is the differences between...
View ArticleRAM Concept - Load History / Construction Sequencing Discussion
Hi all, I'd like to have a discussion about the best way to set up the Load History Parameters and realistic Construction Sequencing. I tuned into a Bentley Webinar a few months ago and the presenter...
View ArticleIn second order analysis is it require to divide the column into 2 or more...
Dear sir, In second order analysis is it require to divide the column into 2 or more segment for batter result??
View Articlehow to find joint forces for slab and wall connection
Dear Sir, I have modelled a RCC building with shear wall( surface element) and slab ( plate element) This is a seismic design. How should i find the joint forces at the connection...
View Articlecold formed steel member
Is there any possibility to use the section wizard to built-up a cold formed steel section?Thanks
View ArticleIs there any automesh option for plates with multiple internal nodes...
I am trying to model the abutment of a bridge having counterfort walls and piles as well. The meshing of the base slab has become very complex since of both the walls and the piles are connected to the...
View ArticleDesign code
Staad has been configured to AS4100. However, third party model received uses US-AISC. When this model was run and STAAD is looking for US-AISC LRFD. How to override this so STAAD used configured AS4100.
View ArticleError beam joints
Hi everyone!I can not design for beam joints . I use RAM connection Stadalone V8i.Thank all.(Please visit the site to view this file)
View ArticleOpenSTAAD GetSteelDesignResults
Does the Method/Function Output.GetSteelDesignResults still work?I'm trying to create a VBA spreadsheet using it.i'm using SS4.Regards!
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Can not assign Connection to Customize section in RCSA
Hi everyone ! I have a problem about assignment connection in RAM Connection Stand alone.I have a customize section and when i assign it to beam joint then assign a connection for them. The problem...
View ArticleStaad.pro Crashes when I try to print report
Staad.PRO V8i (SELECTseries 6 20.07.11.33) crashes every time i try to print a report. It doesn't crash when i print straight from the model, only when trying to print system report. This is very...
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Customize Section in RAM connection
Hi everyone! How can i customize this section (picture 01) and then assign selection without this error (picture 02)Thank you so much!
View ArticleMaster/Slave Specs definition
HiCan anyone explain in easy way about master/slave specification?How does it work and when to use it not only for Floor diaphragms but also to simple column-pedestal connection.help will be much...
View ArticleProblems associated with modelling of abutment of bridges? What is the actual...
I am trying to compare the vertical reaction I am getting in piles of an abutment of a 15m span railway bridge with manual calculation. I have modeled the abutment but the reaction I am getting is not...
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