it might also be helpful, if we can add the MERGE NODE tool in the "popup" Node tools when many nodes are selected (just like MERGE BEAM tool is included in the "popup" Beam tools) and the CONNECT BEAMS and COLLINEAR BEAMS tool also (to generate b...

The accidental eccentricity in staad pro. as per Eurocode 1998:2004, while analyzing the structure for seismic loads using response spectra method.

Implement a method to generate loading on roof structures as per the IS 875 part 3 wind load code using the Cpe method using the values in Table 8 / 9

STAAD.Pro 2024 output data is published via the Reports module. That data for one structural model can be used to present different subjects. Unfortunately, the 2024 report pages do not include a line in the header to show the "SUBJECT" of that pr...

This would cut down the analysis time required by STAAD significantly. If it is too much work to change the solver code to benefit from multi-threads, can at least each basic load or each load combination be run at a different thread? There's no r...

There is no way to add wind load in other direction in case of unclad building. For example : - staad taking load case only in one direction i.e. +X, whenever I try to add another case in z direction, previous case gets deleted automatically. So, ...

It is new code introduced by IS Commitee for Steel Design. Those engineers working on STEEL Design across any industry will have to use all codal provisions suggested by IS8168. Accordingly STAAD Pro has to be upgraded.

Currently the only way to check the deflection of a slab is to review the deflected shape of the shells' mesh, or in the tabulated results. It would be very useful if the contour plots for shells included the option to contour deflections as well ...

Just as the title. To be able to analyze a structure with Tension-Only members using the Direct Analysis Method.