Create a finite element model from RAM COnnection to STAAD.Pro,
For example, if we have a connection, we could to export and convert 3D Connection in a separate 3D Model just for the connection.
And, would be possible to analyze in STAAD or RAM Elements.
over 4 years ago
in STAAD.Pro
1
Will not implement
Automatic creation of shear wall should be made available like etabs
Automatic creation of shear wall should be made available like etabs.
Creating shear wall should have straight forward approach like etabs. in staad the approach is little tediuos
over 4 years ago
in STAAD.Pro
1
Future consideration
Currently when you do the intersection of two beams, STAAD finds the intersection without taking into account any offsets the beams may have. The result is you have to manually move the node at the intersection if offsets are involved. This is mad...
over 4 years ago
in STAAD.Pro
1
Future consideration
This feature is shown every time I press Alt key to quickly access the menu options. However this slows down the menu option selection on the Ribbon tab. On the V8i Select Edition, it is very smooth and quick to use Alt + Shortcut Letter (just und...
Add a default section and material to be used as a rigid member in lieu of OFFSET. Make sure that profile and material are bein created in such way that the deflection of rigid member is as less as it can be without any warning.
Please tell me Can Staad do a nonlinear pushover analysis for concrete structures? Also, Can Staad do a nonlinear dynamic time history analysis for concrete structures? Thanks
over 5 years ago
in STAAD.Pro
1
Will not implement
Interactive Graphical Icon Display of Multiple Support conditions
On STAADPRO Connect Edition, the graphical display of support icon does not update in corresponding current load condition. It only shows the latest support definition whatever load case is being selected. Although forces and design results are sh...
over 5 years ago
in STAAD.Pro
1
Future consideration
I found that when I use USER TABLE with AISC 2010 or 2016 the values of table B4.1b are wrong. The limit lambda r for non compact and slender flange is not o.k. Is it possible to review those values for the USER TABLE? Thanks
over 5 years ago
in STAAD.Pro
1
Will not implement