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STAAD.Pro

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Add a command to modify tension Flange net area for AISC 360 F13

There is the command NSF that modifies the net area of the whole member, but there isn't a command to modify the net area of the tension flange only to apply it to section F13 in AISC.
almost 3 years ago in STAAD.Pro 2 Future consideration

OpenSTAAD Function to Renumber Node

We request to at the OpenSTAAD function to renumber Nodes just like we do with beams.
over 1 year ago in STAAD.Pro 1 Future consideration

Auto reducible live load in Staad for IS 456 part 2

No description provided
almost 3 years ago in STAAD.Pro 3 Future consideration

Reducuble live load in staad CE as per indian code

No description provided
almost 3 years ago in STAAD.Pro 2 Already exists

Lacing and battening design of column

No description provided
almost 3 years ago in STAAD.Pro 2 Will not implement

Annotate Plate Stresses (Mx, My, Mxy, SQx, SQy)

Within the Annotation Menu, could you include Plates Stresses & Nodal Forces ? This will be very useful to display specific plate /nodal results during compilation of Structural reports. Given that the contours only show a range of values. Thi...
over 1 year ago in STAAD.Pro 2 Future consideration

Keep Node Numbers From Physical Modeler

This might be difficult to implement, but it might be nice if you could label the node numbers in the physical modeler different than used in the analytical modeler so that you could keep those nodes the same. Therefore, they would show up the sam...
over 1 year ago in STAAD.Pro 3 Needs review

API SPEC 4F standard

It is hoped that the API SPEC 4F standard can be added, and the wind load can be quickly loaded in 45°, 135°, and so on.
over 1 year ago in STAAD.Pro 1 Needs review

In Staad Pro 23.00.02.361, the size of the local coordinate system arrow cannot be enlarged or reduced simultaneously with the model. At present, the size of the local coordinate system arrow is too large. When there are many rod elements in the model, the local coordinate system almost covers the entire model, affecting other operations. Please provide improvement.

No description provided
over 1 year ago in STAAD.Pro 1 Will not implement

Implement unity check of capacity for aluminum members according EN 1999-1-1

It should work similarly to code checking steel members according to EN 1993-1-1. It would benefit everyone designing aluminum structures due to highly corrosive environments and/or weight restrictions.
over 1 year ago in STAAD.Pro 1 Future consideration