Excel and STAAD Integration problem
Hello Everyone,I am working in a Metro Rail infrastructure project at present. For a particular design problem, I have to run number of STAAD files and extract the result.I want to simplify the process...
View ArticleStaad Foundation Advanced in structural enterprise
While trying to install Staad Foundations advanced from the Structural Enterprise setup wizard, it gets to step 4, installation of some fortran files, tells me that more up-to-date files are already on...
View ArticleWIND LOAD ON ELEVATED CIRCULAR WATER TANK
Hi allI would like to know how to apply the effect of the wind on a circular water tank with 15 m hieghtThe tank will be built in a coastal area with wind speeds up to 70km / h?beste regardsfleyd...
View ArticleWARNING in staad pro
Please,kindly enlighten me on how zero stiffness warning can be removed or corrected.
View ArticleOpenStaad - check if a model is running
Let's say I open a file using OpenStaad and run the analysis. Is there a way to check in real time if the analysis is still running or it is done?Thanks
View ArticleRAM ISM
We are trying to begin using the RAM ISM link with Revit to speed up our workflow. One of the main issues that we are having is every time the ISM Repository is updated from RAM, the structural...
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Composite Beam/Deck
Hi I have the following technical question please could you help? I wish to model a bridge deck, it is formed of: longitudinal plate girderstransverse plate girderswith a uniform concrete deck which...
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Ram Concept - Generate Strips
I am trying to check a two way slab in RAM Concept. When I push the generate strips button I get the following error. Has anyone seen this before?
View ArticleInvalid Rigid Diaphragm error in RAM Elements
I am receiving this error "Invalid Rigid Diaphragm Constraints Found for 1096. Constrain Equations Ignored for the Diaphragm" when I run the analysis, and the analysis stopped. I did not have this...
View ArticleStaad Pro wont start "staadpro executable has stopped working"
Hello , I have a windows 10 PC. Im having troubles. I just installed several times Staad Pro v8i and it wont start. It says " Staadpro has stopped working" and wont start. Ive tried running as an...
View Articleerror
sys error operation - An operation failed in current state - what does this staad error denote
View ArticleREGARDING STAAD WARNING
Dear sir,i am getting warnings for shear failure in output file. I have modeled a G+6 RC structure with assigning all the respective loads.i have tried changing the property but still the result is...
View ArticleExcessive displacement/deflection at the top of roof
Hi,I am analyzing a steel building. I have isolated footings for the steel columns which are modeled as plates and springs (with appropriate k values). The structure also has a crane load as modeled, I...
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Assign Trapezoidal Load In STAAD Pro.
Hi,Could you please tell me how do we assign the trapezoidal load shown in the screenshot below?
View Articlewarning
sir i am facing these warnings in my staad file. 1. unable to accomodate required reinforcement in columns 2. section fails while detailing in beams.. pls help me to find out the mistake ..e
View ArticleCompression only springs of foundation
I am trying to use compression only springs to model mat foundation with larger overturn moment. When defining the compression only spring, the program can only define the spring in one direction of...
View ArticleRAM Concrete Top Reinforcement Cover Too Large With Increase in Top Cover
The project I'm currently working on involves steel framing supported by a lower concrete level. The steel columns will be supported on concrete beams with a 4.5" recess at the steel column location....
View ArticleModeling concrete ramps
I am trying to model some concrete ramps between two slabs. I mode the Wiki page that shows the work around and was able to get one to look somewhat correctly; but I am have trouble with the other one....
View Article'How to solve the WARNING : EXTREME SOFT STOREY DETECTED ?
Hi,I need a solution to avoid soft story in my model. And without load change, how many ways it can be solved? Please, give me a brief explanation so that I can keep it economic but safe enough. I dont...
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