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...
about 5 years ago
in STAAD.Pro
1
Future consideration
Often when clicking on a different tab, say going from "Geometry" to "Properties" for example, STAAD will change the view in the graphics window. Please, please, please do not change the view when switching between tabs.
about 5 years ago
in STAAD.Pro
1
Future consideration
Custom equivalent lateral force procedure and seismic definition/custom model response in Staadpro CE
I am tasked with designing a steel support structure in Staadpro connect edition. As part of the design, I need to conduct a seismic analysis of the frame. The steel structure is 12 m high and needs to be designed according to the New Zealand seis...
about 5 years ago
in STAAD.Pro
1
Future consideration
We are using STAAD Pro for optimizing our designs. We deal in steel structures & we need to optimize it by curtailment in all the three axes, presently we can do curtailment in the web depth ( Taper I section). We want to reduce the width of t...
about 5 years ago
in STAAD.Pro
1
Future consideration
Modify STAAD Pro so that multilinear springs can be used with inclined supports. Currently modeling of soil p-y curves for a batter pile using inclined support and multilinear springs does not give correct results. The spring must be perpendicular to pile
No description provided
about 3 years ago
in STAAD.Pro
0
Future consideration
Ductile Wall Design AS Per EN 1998:2004(Seismic code)
RCDC does an excellent job performing seismic ductile wall design according to Eurocode, yet the following areas needs improvement or clarification:
1. According to EN 1998:2004 section 5.4.2.4(4 and 5), seismic walls shall be designed for moment...
about 3 years ago
in STAAD.Pro
0
Future consideration
Moving load requires a Beam Member in model, If Model did not have any, it should be able to add a dummy member on the fly based on Moving load definition.
about 3 years ago
in STAAD.Pro
0
Future consideration