RAM Concrete
Hello, A new ram file modelling a parking structure supporting a multi storey condominium using metal stud to support deep deck floor. The model was created using 'other walls' located per the uniform...
View ArticleECC Supercode - removal
Afternoon folks,I'm a fairly new customer to Bentley so apologies if this is the wrong forum for this question. I've an ongoing 'debate' with Bentley regarding STAAD's ECC Supercode and at the moment...
View ArticleRAM Advanse and Windows 10
I have an older version (8.0) of RAM Advanse and am struggling with the installation/use on a new computer with Windows10. The hardware lock is in the form of a usb key. Any advise on the...
View ArticleRam SBeam download
Could you please verify our ownership of the program and resend the Ram SBeam download link via email? Thanks very much for your help! Our company's info is as follows:Meyer Consulting Engineers...
View ArticleMoment Calculation for a Wall using plate
I am new to STAAD and need help calculating the moment of a wall. The wall was created with plates and running the analysis gives the support reactions, but I am unsure of how the moments are...
View ArticleMat Foundation with Control regions at columns
I am having trouble getting this model with auto generated control regions to work.I was using the control regions to filter out excessive bending since I have pedestals there.Model is...
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Buckling Calculation and Effective Length
Hi,I have a 3 fixed-base SHS profile-columns (5m length) with the following K parameters (EN):Highlighted red above: KZ=2.1KY=2.3 for above red-highlighted columnsKY=2.1 for above red-highlighted...
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Staadpro SS4 and SS6 ratio result are different
Hello,I got a question from my customer on :1. How the ratio result between StaadPro SS4 and SS6 were so different?2. When using tapered property and running in SS6 the ratio is all 0 (zero), I already...
View ArticleRegarding import model.
I was make a plan in autoCAD in feet- inches, my STAAD.PRO units was set in meter- kilonewton.When i am importing model then span lenght incresed.What should i do?Regards.SHAHKAR ALAM
View Articleerror showing density not provided self weight ignored
GETTING THIS ERROR "density not provided self weight ignored".plese resolve this,also attached the staad fileSTAAD SPACESTART JOB INFORMATIONENGINEER DATE 22-May-17END JOB INFORMATIONINPUT WIDTH...
View Article**WARNING: IF THIS UBC/IBC ANALYSIS HAS TENSION/COMPRESSION OR REPEAT LOAD OR...
STAAD SPACESTART JOB INFORMATIONENGINEER DATE 22-May-17END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES1 0 0 0; 2 5.5 0 0; 3 11 0 0; 4 16.5 0 0; 5 22 0 0; 6 26.5 0 0; 7 26.5 0 4.45;8...
View ArticleHow can I lower the support reactions or what is suitable foundation for my...
Hello. I am analyzing a building of 6 stories. But the support reactions are too high in case of seismic analysis (combination of 1.2 (DL+LL+EL). Can Someone help me to minimise the support reaction...
View ArticleCreate user table and Section wizard
HiCould you please tell me what are create user table and section wizard used for and difference between them?And how do we use them?Thank you.
View ArticleBeam Release
Hello Everyone,I am designing a one story building where I came across a situation where I supposed to provide a secondary beam where load from one beam is supposed to be carried by other primary beams...
View ArticleI am designing a single story industrial building with RAM SS, there is error...
I am student designing a single story industrial building with RAM SS, there is always error when I run the ram frame analysis. Building is single story steel building with mezzanine and low roof...
View ArticleHow to model beam with compression only at one end
I have an equipment with legs that sitting on a structure. intermediate legs are sitting on the structure (not mounted to it), I need to model the end release for these legs to have compression only at...
View ArticleCan't print selection in STAAD.Pro Editor
Does anyone else have this problem? I select a block of text in the editor, click on "Print" but Selection is greyed out. Yes, this is the very latest version (20.07.11.90). And yes, I know the work...
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Different analysis results extracted from STAAD SELECT Series 5 & STAAD...
Hello reader,We have observed a difference in analysis results when the same STAAD 3D model is been analyzed on STAAD SELECT Series 5 & STAAD SELECT Series 6. A STAAD model is attached for your...
View ArticleThe shear resistance of foundation calculated by Staad Foundation Advanced...
We have a question related to the shear resistance of foundation calculated by Staad Foundation Advanced version 8 in Eurocodes.It gives somehow an incorrect result compared to our hand calculation....
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Error in staad pro while import
I have a STAAD.Pro V8i.When I start to import a .dxf file in stadd pro my PC gets an error kindly help on this
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