OpenSTAAD function to extract plate corner stresses.
Anyone who perform post-processing/detailed analysis on plated structures will benefit from this. The function could take a plate ID and loadcase as input, and give plate corner stresses for all corners as output.
Postprocessing display of multiple design blocks for AIJ codes
Currently, it is possible to display results for multiple design blocks with AISC360-16 results only.
This feature is also required for AIJ2005 and 2002.
In AIJ codes, load cases are classified into parmanent loads, temporary loads and loads for...
about 2 years ago
in STAAD.Pro
1
Future consideration
Non linear time history analysis still not implemented in staad pro for different types of structure like residential, industrial structure etc, kindly add non linear time history analysis in staad CE as it gives realistic and more conservative an...
almost 3 years ago
in STAAD.Pro
2
Future consideration
Insert node in members having built-up I-Section property.
Hi, When inserting a node into a beam having a tapered I-section property, the software automatically generates the properties for the new section and places it at the end of the property section. This poses significant challenges during the optim...
about 2 years ago
in STAAD.Pro
3
Future consideration
All features of "ADINA" should be available in STAAD
All features of ADINA should be implemented and available in staad pro also. Like,
Non-linear dynamics analysis, hydrodynamic (impulsive & compulsive sloshing load),
Computational fluid dynamics,
Potential fluid dynamics,
Modelled of water in ...
It will be very helpful for the estimation if PRINT CG command works for groups of plate and beams and solid also. This will give directly the weight and volume of certain part of model, which is most of the the basic parameter of optimization. Ri...
almost 3 years ago
in STAAD.Pro
3
Future consideration
I assume this has been mentioned before (might even be working on it), but being able to specify the steel design parameters in the Modeler would be a game changer. A separate design module would be good too, but I don't think it's necessary.
over 3 years ago
in STAAD.Pro
1
Future consideration
It should be the default way and I think its a great idea to include Mass Reference Load in X,Y and Z global direction as a default as it works for ELF, RSA and TH, Static and Dynamic Analysis.I would also Suggest Let User define what they would l...
over 3 years ago
in STAAD.Pro
0
Future consideration