RE: Cable Mullion System in STAAD
The "out-of-balanced loads" error comes from the lack of pretension load. When I increase the pretension load to higher load e.g. 5000kg, the load cases result no error. My next question is, what is...
View ArticleRE: RAM SS - Response Spectrum Analysis according to AS1170.4
Thanks Seth. There is no scaling in AS1170.4 - based on that I believe the scaling in ram SS shall be = 1
View ArticleRAM SS - Response Spectrum Analysis according to AS1170.4
Hi,I have 2 questions:1. If in the input for RSA we have Structural ductility, Structural performance, Importance factor then I presume scale X and Y shall be calculated automatically? So Scale x and y...
View ArticleClik here to view.
RE: User Table Format
Hi Dave,Please see STAAD.Pro Help - User Interface - Create User Provided Table dialog (there are also useful links below that chapter):
View ArticleUser Table Format
Hi,Can anybody help me about Creating a User Table for member properties? I can see an option that I can I can add an External Table but Idon't know how to start or what is the format?Is it simply...
View ArticleRE: U-frame Analysis necessary even after designing everything in STAAD?
Sye, Thank you for the suggestion and help. Also if you notice the model for the vertical members of parapet I have used "user table " sections. I had tough time calculating section properties for...
View Articlemodifying parametric model
HiPlease see attached Staad Model with parametric modelling. Now when I go into Parametric Models > Mesh Model 1> Boundary and then try changing 'Divisions' to say 100 then it does not do...
View Articleanother parametric model question
HiPlease see another attached mdoel. I created a parametric model with mesh intensity of 0.1m Ok. When I try creating a Coarser mesh (say 0.5m) for the lower trapeziod which shares a mid line with the...
View ArticleRE: How to model a cantilever beam?
Is there something undesirable about the "pure cantilever" treatment of the gravity stub cantilever beam? Surely that is what most users would want out of gravity-only beam analysis in RAM Steel.When...
View ArticleHow to model a cantilever beam?
When I use gravity stub cantilever to model a cantilever beam (Moment Connection at one end, Pin connection at the other end), I found it work like a pure cantilever after beam analysis. The only way I...
View ArticleRE: U-frame Analysis necessary even after designing everything in STAAD?
Generally for calculating properties for built up sections or non standard sections, you can use Section Wizard which is also integrated with STAAD.Pro. These sections can be formed using a combination...
View ArticleClik here to view.
RE: Built Up section Steel Design in STAAD for eurocode
STAAD.Pro cannot check double I profiles as per Eurocode. The only design code in STAAD.Pro that I am aware of, which handles the design of double I profiles, is the Indian steel code IS-800:1984. (...
View ArticleBuilt Up section Steel Design in STAAD for eurocode
1) Does staad check built up double I-section with batten plate for eurocode?2) How to create double I-section with batten plate in staad and what is the next possible way of doing it?3) Similarly how...
View ArticleRE: modifying parametric model
I don’t think changing the divisions by clicking on an edge is working. To influence the meshing, I would suggest changing the Target Element Size after selecting the Mesh Model 1. To add a density...
View ArticleClik here to view.
RE: another parametric model question
I am not sure if I fully understood the question. Are you referring to these additional nodes marked in the picture below ? If so, then it is correct that since these are not part of the meshing for...
View ArticleRE: How to do in STAAD.Pro
The case 1 model also has the same problem I already explained in my last post. Member Load should be joint load. So for case1, you should make the following change LOAD 1 LOADTYPE Live TITLE LIVE LOAD...
View ArticleRE: How to do in STAAD.Pro
case 3 ...same change LOAD 1 LOADTYPE Live TITLE LIVE LOAD MEMBER LOAD 2 5 UNI GY -20 *4 CON GY -20 2 JOINT LOAD 5 FY -20
View ArticleRE: How to do in STAAD.Pro
Respected sir,In this case. - Is my input data is correct. - Is my S.F.D is correct. - Why sir in left side of symmentrical S.F.D comes Opp. of the Right side.STAAD PLANESTART JOB...
View Article