Incline Support Reactions Sign Convention
Hi,I'm modelling a circular silo and assign incline supports and compression only(KFX) supports, but half of the tank support reaction results into X direction is Positive(+) and the other half support...
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Pedestal design failed and rebar size error in staad foundation
Hi,Can you please clarify the followings,1. why do we get the attached error?2. The cause for pedestal design failure?Please see two attached screenshots for an error and pedestal design failure.Thank...
View ArticleOPEN STAAD: Run Open STAAD with multiple STAAD running
Dear Team,is it possible to run macro in excel on any STAAD file as per user request even if there are multiple STAAD files opened.Currently when i run the macro and to extract data, my macro extract...
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STAAD Pro Connect Version
HiWhen I click the run analysis button, the output files shows "Error Wrong Strength Parameter Provided" I dont understand what went wrong, I have used the default concrete property. (Im using the...
View Articleram concept spanning system
pls i need a clear approach to applying spans in normal beam and slab construction in ram concept without having beams detail with slab
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HSS Splice Connection Issue
Hello,I'm using RAM Connection version v12 (12.00.01.40) and I have a couple of questions:1. There is currently no way of doing HSS beam splice connections, is this correct?2. Assuming the above is...
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RAM Concrete Column moment significantly larger than RAM Concrete Analysis...
Hello,My moment values from RAM Concrete Analysis make sense to me but I'm having very large moments for some columns in RAM Concrete Column. For example, one of them has a minor axis moment of 3500...
View ArticleDifference between Design Span and Design Section in RAM Concept
Hello Everyone,RAM Concept Novice here. I was curious as to in what ways are the Design Span and Design Section different while designing a Mat Foundation. Can we use both these options alternatively...
View ArticleSTAAD Results along line - sign convention
When determining the plate total forces (Fx, Fy, Fxy, Mx, My, Mz, Mxy, Qx and Qy) what is the sign convention that is used? How does it relate to the plate local axis and the axis for the plane cut?I...
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STAAD Results Along Line
When using 'Results Along Line' to determine stress/forces in a plate element, what do the arrows that are automatically shown on the plates represent? I thought they referenced the X and Y axis that...
View ArticleHI i created a built up section using Section wizard. while analyzing my...
***ERROR*** IX MISSING or SMALL FOR MEMBER""" I receiving the error message while using section wizard
View ArticleWIND ON PLATE ELEMENT
Hello. I have STAAD model of structure in which I am using beam and plate element. I am using wind load generator to apply wind on beam and plate. Butloads on plate is not generated. It is generated...
View ArticleHoe to turn on torsion values
How to turn on torsion values on diagram? Results / View value / beam results - doesn't offer torsional results.
View Articlevibration check
Dear sir ,Kindly give me direction how I can check the deflection for the specific beams.stad file and drawing is attached.consultant want vibration check for specific...
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RAM SS Extract Member Forces by DA
Hello everyone,I've read some discussion and built some code to extract member forces from analysed RAM SS Model. I've succeed in pull out all Load Case, Load Combination and Load Factor information...
View ArticleAmplitude-frequency result via Time history analysis
Dear Sir/Madame,I have performed a time history analysis (for instance by definition of cycle=100 and frequency=50Hz and a given amplitude) for which I could have amplitude-frequency graphs as well as...
View ArticleERROR IN SUPPORT INPUT OR THERE IS NO SUPPORT INPUT. ANALYSIS WILL NOT BE...
STAAD SPACESTART JOB INFORMATIONENGINEER DATE 16-Jun-19END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES1 0 9.1 0; 2 0.984 9.1 0; 3 1.968 9.1 0; 4 3.545 9.1 0; 5 5.122 9.1 0;6 5.882 9.1...
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What is the allowable deflection as per BS 5950
Hi,Any one can suggest what is the nodal displacement limit/criteria for steel frame use to support GRC Panel Cladding.Say for example i will be fixing the frame between slab to slab at a height of...
View ArticlePlease help me. *** ERROR *** ABOVE LINE CONTAINS ERRONEOUS DATA.
Hi guys. I got the above error when run the analysis. Please someone help me to figure what's the issue causing the problem. Thank you guys in advance!1. STAAD SPACEINPUT FILE: Circle Elevated...
View ArticleSTAAD MODEL ENVELOPE CRITERIA
Hello,I have defined 2 envelopes in my model. One for Deflection check and one for Strength. For some reason, STAAD is reporting unity ratio worst for deflection check instead of strength. Can you...
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