Telecommunication Towers
I am trying to checked a 90m high telecoms tower in staad for compliance to EN1993-1-1:2005 only. (I plan to check compliance to EN1993-3-1 manually using the analysis results). I tried to assign...
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Creating physical member
how to create physical member group in staad pro v8i select series 6.there is no auto form member tool? also when i try to select member (in this case beam parallel to x axis and then i right click my...
View ArticleAS PER IS 1893:2016
Can anyone please explain how to do modeling as per new IS 1893:2016. which has advised to model strut for a URM infill walls, cracked section criteria and any other major point which are needed to be...
View ArticleRESPONSE SPECTRUM CAN BE FACTORED?
Hi everyone,I'm trying to analyze a model with a response spectrum in x & z direction, and then combine them in a Load with 100% of one direction and 30% of the other, I try with Repeat load and...
View ArticleRAM Frame.
I am trying to perform lateral analysis in RAM Frame and I am not able to understand how does RAM divide the live load on roof and floor for a 2 story building. What is the meant by positive and...
View Articlespring support for foundation matt: subgrade modulus calculation
subgrade modulus as defined in staad suggest(units as mention in input) that its value is = bearing capacity/ allowable displacementwhereas the J E Bowle suggest that k(subgrade moudulus that is...
View ArticleWhy Japanese profile is not supporting in RAM Connection tab ?
We are facing a challenge in STAAD Pro RAM connection tab .We have to use Japanese profile in our project .But in STAAD Pro RAM connection tab the same is not working.Please help .
View Articletelecommunication towers
Please how can I eliminate moments from a space truss in staad so that I have only axial loads? I am trying to check a 90m high telecoms tower in staad for compliance to EN1993-1-1:2005 only. I tried...
View ArticleMStower Editing Section Library
How do you define a rectangular bar section in the section library? What section property inputs (A, J, Ix, Iy etc.) are required and in what order?
View ArticleSTAAD MODE SHAPES - FIRST MODE
Hi,Am using staad for finding frequency and mode shapes for a stack.Somehow I find all values negative for the first mode in one model and all positive in another model. in real sense one cannot have...
View ArticleInstability Warning
Greetings all !I have to model a steel structure to support a cement silo with a total load of 2500 MT of cement and 85 MT of silo self weight (total load = 25,850 kN).To take into account the impact...
View ArticleRam Concept - Passive Pressure & KFr
Does anyone know how to apply the passive pressure in Ram Concept?Also, I heard that in order to get the KFr constant, you use the formula (Total DL)*(Friction Coefficient)/(Area of Footing). Is this...
View ArticleSTAAD Support for BNBC 2015
Does STAAD support design of concrete and steel structures as per BNBC (Bangladesh National Building Code) 2015?
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Problem importing CAD drawing RAM Concept (Dimensions)
Hi all,I'm having an issue trying to import a CAD file into RAM concept. Essentially lengths that should be 37,550 mm long are coming in at 933,000 mm (so factored up by around 25). I have set the plan...
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MSTower Unconnected Member Error
I am modelling a guyed mast tower, and there is a set of guys supporting the lower section of the tower, and another set supporting the upper section. I keep getting this unconnected member error for...
View ArticleSTAAD FOUNDATION : "NOT FOUND" in Output
I am currently using STAAD FOUNDATION and as far as I know, whenever a footing design fails, no calculation sheet is produced. Somehow, though, calculation sheets are produced but in the output...
View ArticleSTAAD.Pro V8i SS6 Editor
I am having issues with the new STAAD Editor will large files. I find that the Editor is very slow. Other users have stated this as an issue and I was wondering if there was a fix for this?
View Article10th points outputs
HiWould you please show me how to get 10th points output? STAADF shows 12 points outputs but I only need 10 points in order to sum with my LL moments.Thanks for the help.
View ArticleSTAAD FDN ADVANCED DOESN'T IMPORT STAAD MODEL
Hi everyone,I have a model in STAAD.Pro and want to import it to STAAD FDN Advanced, but doesn't work, the model is not imported.Can anyone provide me with a solution??P.S. The model si attached
View ArticleShear wall Error
(Please visit the site to view this file)Please provide a solution to the error in the Staad model attached.
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