RE: Error inFLOOR LOAD CASES
Absurdity for the output of due to live load case 2 and 3 is yet to be clarified. There is no problem of version. There is some other problem. Probably, staad has not matured to handle Ref load and...
View ArticleRE: Shear wall design
Thanks Mr.Sye. In that case can we take the output results-Mz.Fz etc from the analysis for Dynamic cases and use manual method? Is it O.K. Please clarify.
View ArticleClik here to view.
RE: Error inFLOOR LOAD CASES
Here are the results which I get in the Output file after the analysis of the model with STAAD.Pro build 20.07.11.45. Are you getting different results in the Output file by using the same version of...
View Articleregarding exporting staad file to column
hello guysi have modeled a g+3 structure after design i want export column gridlines to autocad can anybody help me on thisthank you
View ArticleRE: Shear wall design
As the result of the Dynamic analysis is unsigned, you may want to create two load combination (Static+Dynamic) and (Static - Dynamic) . However, you may also use the signed response spectrum results....
View ArticleRE: ISM Revit Link > Revit Error
Hi Robert, Please see this article on Communities. It will explain how to fix the error.communities.bentley.com/.../24856.ram-manager-exports-point-reactions-zero-cannot-import-into-revit
View ArticleISM Revit Link > Revit Error
I have started and analyzed a steel structure in RAM SS and created the repository from the RAM model so it can be linked into Revit. Everything maps alright once updating the repository in Revit....
View ArticleRE: Error inFLOOR LOAD CASES
I also got the same results as Mr.Modestas after Bentley forum group extended help. T.RangaRajan
View ArticleRE: Shear wall design
Mr.Geeky Biswa has explained in a clear manner about the Dom command. Thanks. Now I have another doubt on the shear wall design as below: Under the SHEAR WALL PANEL DIALOGUE there are options –beam,...
View ArticleShear wall design
It is noted from the Technical reference manual under section 5.55 the following description is furnished.5.55 Shear Wall DesignPanels have been defined.Design is performed for all panels, for the...
View ArticleRE: Warning message
Thanks. For STEEL DESIGN there is failed member list is available. Then why not for concrete design?
View ArticleWarning message
After designing the following warning is issued by STAAD : *** WARNING: LENGTH TO DEPTH RATIO FOR MEMBER 8 IS LESS THAN 2.5. *** WARNING: LENGTH TO DEPTH RATIO FOR MEMBER 283 IS LESS THAN 2.5....
View Articleregarding warning in staad pro
**WARNING out of plane loads applied in a PLANE structure.
View ArticleRE: Ziro axial forces, please help
Few points may ne noted ... 1. Few members are assigned as "inactive member", please review that ... 2. Member Truss command is assigned to some members, the resulting releases are creating instability...
View ArticleZiro axial forces, please help
I'm getting ziro axial forces in some members, but geometry and load are symmetrical. Can somebody please tell me what am I doing wrong? Thank...
View ArticleClik here to view.
RE: RAM Structural System - Shear walls and column foundation design.
You'll find some information about this in the Ram Foundation manual, see section 3.3.2 Case of Spread Footing Intersecting Continuous Footing. In a nutshell, you can model a single continuous footing...
View ArticleRAM Structural System - Shear walls and column foundation design.
I have a shear wall foundation with column elements at each end. I have modeled it several different ways and each will result in different foundation designs for the shear wall. Can someone...
View ArticleRE: Enforced support
Take a look at the Enforced support option in STAAD.pro. With this you can force a specific displacement on a node. Internally this is always used on conjunction with a support that is rigid in that...
View ArticleEnforced support
I would like to model a spring support with displacement. Can this be done in STAAD?
View Article