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

For the eurocode to calculate automatically the factors C1,C2,C3 to calculate correctely the Mcr value for elements. Which depends on the bending moment diagram, loading type and support conditions.

For Inclusion of built up section in standard I section combination with Channel section on top flange, which is widely used for gantry girder.

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 ...

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...

Provide the ability to have horizontal moving loads in addition to the vertical loads. For example, ASCE 7 requires cranes to be designed for vertical loads and horizontal loads. It would be great if STAAD had the ability to have both the vertical...

Steel Auto-Drafter draws member releases with a 20mm offset by default. The user would like to set this offset distance to an arbitrary distance. Additionally, the user would like to set separate distances for each of the following members: ...

Frequently used for design of all steel structure with shed/roof CONCERN CODE(ALL) especially IS 875 part 3: 1-Sir, staad CE has support the auto wind load as for clad/unclad buildings, this wind load is applied on the surfaces/periphery of buildi...

Two things here:Have the ability for STAAD (in the physical modeler) to calculate the section properties when entering a new shape into an existing database. For example, I'm adding a new hat channel into the AISI cold formed Profiles database. In...