beam calculation on STAAD.Pro
Hello!Please help me with this question.What is the command in the program, in which the beam is calculated only for tension with the UBC standard.Thank you.Regards,Nargiz
View ArticleSTAAD.Pro Error in Material List
I am new to Staad and working on a model. As I run the analysis i get an error for from MATERIAL STEEL LIST and the MATERIAL CONCRETE LIST saying "SURFACE XX DOES NOT EXIST." I believe it is...
View ArticleUnable to Import pipelink file
Hello,I am new to staad and am trying to import a pipelink file. I am getting an error "unable to import pipe information. Pipe model is using a different axis system to the Staad Model." I changed...
View ArticleCuts along a line - shear wall
I have a shear wall structure and I'd like to determine the in-plane shear stresses for a particular wall. When I setup the view to only show the wall in question and perform the cut, the table and...
View ArticleI design two projects for code AISD ASD , but in one project it do design for...
communities.bentley.com/.../NEW-MODEL04062019_2D00_asd.STDcommunities.bentley.com/.../MF_5F00_74_5F00_CS02.std
View ArticleStaad pro
Hello, Is there a way to measure total surface area of steel used in a model?
View ArticleIm not getting mode shape option on in my model.
kindly help me for getting mode shape option visible/ on in staad pr.attached is model for...
View ArticleQ&A for Webinar: STAAD Tower
Please feel free to ask your questions or post your comments here on this discussion thread regarding the webinar, "STAAD Tower." Webinar Description coming soon! In the meantime, check out these great...
View ArticleResults along a line - Direction of loading
When using results along a line to determine shear wall forces are the combined forces (Fxy, Fy etc) in relation to the local coordinates? In other words a negative Mz value is negative to the local z...
View ArticleSTAAD model problem processing surface incidences at openings
I am adding many openings to surfaces of my building. There is a 10" precast exterior wall with multiple loading dock door openings. I have begun modeling these, however the opening sizes do not match...
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Report
Hi,I was wondering why STAAD shows the material density zero in the report? the results are fine but it shows zero density in the report.How can get correct material density in the report?Thanks
View ArticleRAM CONCEPT - ACI 318-14 Code Minimum Steel
Is there a way to view the ACI 318-14 code minimum steel ratio that is being used in the design rule? It appears that it is set at 0.02*Ag, but really could be 0.018*Ag for 60ksi steel. I'm having...
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RAM Concept
Hi, what is the green thing? What is the extent of the length of it? Does the length of the green line depend on my span segment? Thanks,
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Bentley.Staad for windows has stopped working
When starting STAAD.Pro CONNECT for a particular user, I get this message. Does not do this for each user. Seems to be in his profile?
View ArticleRAM Punching Shear Stress Demand
Can you please help clarify how RAM comes up with the ultimate shear stress demand? I am using the values and equations obtained from the punch audit and manual but cannot get my numbers to match the...
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How to know the natural frequency of a particular beam/element?
Good day everyone!How can I get the natural frequency of a particular beam/ element in STAAD.Pro v8i?My client is requiring me to check this condition which involved the checking of frequency of a...
View ArticleSTAAD.Pro Connect edition pushover analysis for concrete structure
Can STAAD.Pro Connect edition perform pushover analysis for concrete structure?
View ArticleSteel truss
what is the procedure for analyzing for slenderness for member....since my staad file not giving results for slenderness...I want to check slenderness checking for Member 1Whats the wrong with the...
View Articleslender member
How to design slender member according to BS 5950 2000 in staad? what are the parameters to be provided?
View ArticleOrientation of Plate Elements
Hi all,Does having different orientation of plate elements (local X and Y axis) would affect the results of my analysis results?Kindly see attached file below for...
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