Improvement should be done on RC wall, during modelling on places of RC wall i don't place beam on top of the wall because the wall it self act as a beam,but when it comes to assign of floor load in places where there is no beam on RC wall the flo...
over 3 years ago
in STAAD.Pro
1
Future consideration
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 3 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 3 years ago
in STAAD.Pro
1
Future consideration
STAAD does not consider the additional width of the fireproofed members; producing underestimated wind generated loads for open structures like piperacks. Please include this feature as this would make several of my colleagues happy.
over 4 years ago
in STAAD.Pro
0
Future consideration
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 4 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.
over 4 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...
over 4 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...
over 4 years ago
in STAAD.Pro
1
Future consideration