I am testing Load.GetUDLLoads command. The contents of the returned D1Array will always be 0. For example, 1992 UNI 0.100 7.750 10.250, since 7.750 is not returned in D1Array,I can not check the range which the load is applied . D2Array truely ret...
Using arbitrary Young's modulus (E) in AIJ2005 code calculations
In the current AIJ2005 code allowable stress calculation of STAAD.Pro, the Young's modulus is fixed at 205000 (N/mm2).
On the other hand, in the AIJ2002 code, by using the YNG=1 parameter, the Young's modulus used in the frame analysis can be use...
over 1 year ago
in STAAD.Pro
3
Future consideration
Hi, please add the ability to add partial moment releases in the physical modeller. This seems like an important feature to me because if you have instability warnings it is often the case you need to provide a partial moment release to get rid of...
OpenSTAAD function to get unfactored weight of selected sections and/or plates
Often it requires to prepare the material take off for structures. In order to fulfill this requirement, it will be helpful if there are functions to retrieve the following information:Unfactored weights of Sections and, Plates I believe there are...
The Nuclear Code AISC N690 has not been updated since the 1994 edtion. It is not available for the recent nuclear power plant project, I bought a Nuclear Code, but it is useless because it has not been updated.so please update it.
over 1 year ago
in STAAD.Pro
5
Future consideration
OpenSTAAD Function to Retrieve Errors and Warnings
Currently OpenSTAAD provides OpenSTAADUI:AnalyzeEx() which upon completion of the analysis returns an integer indicating the status analysis. However, it will be helpful if there is a function which provides more information about the Errors and W...
over 1 year ago
in STAAD.Pro
3
Future consideration
Currently, STAAD.Pro only has options for generating Response spectra loads as per Eurocode. Users have requested to implement Eurocode for Static seismic cases as well.
over 3 years ago
in STAAD.Pro
1
Future consideration
Postprocessing member design/revision without re-run analysis
Currently after run analysis we can see the status of design in postprocessing. If fail design appear, now we have to edit and rerun all model and check if edition is good or not. When only 5~10% of members fails, and in large models, this is very...
over 3 years ago
in STAAD.Pro
1
Future consideration
implementation of design of double ISMB Box section profile while designing in code IS-800-2007-LSD.
When we are assigning ISMB 400*450 Box Section (Double Profile) while designing in Code IS-800-2007-LSD , Members are not able to design & Error coming. Kindly resolve the issue.
over 3 years ago
in STAAD.Pro
1
Future consideration