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Separate Ice Load From Member Weight

To correctly use the ASCE 7 load combinations including atmospheric ice, the ice load (Di) needs to be separate from the member self weight. As STAAD does not include an ice load generation tool, fireproofing can be used to apply ice loads to memb...
1 day ago in STAAD.Pro 0 Needs review

I would like to suggest adding a function in STAAD FDN to update (synchronize) when the load information of the superstructure steel in STAAD is modified.

In the plant engineering industry, it is a common practice to submit deliverables such as drawings and calculation reports in multiple stages (e.g., 1st, 2nd, 3rd submissions). During each stage, it is also standard to update calculations to refle...
2 days ago in STAAD Concrete 0 Needs review

Providing a Steel Box section by Tube option in User provided table

For Providing a Steel Box section with different Flange and web thickness , we have to make the section in Section Wizard which is time consuming during Optimization and also 3D visualisation is not there. If the feature similar to Tube in User pr...
2 days ago in STAAD.Pro 0 Needs review

Beam local axis symbol, scaling

After being introduced to StaadPRO, the one fundamental thing that I can't believe is not implemented is scaling of local beam axis symbols. It's at times almost impossible to find out the local axis of the beams in the graphic area, and this is v...
3 days ago in STAAD.Pro 0 Needs review

Implementation of IS18168 for steel design in STAAD Pro

Latest code released in 2023 for designing of steel members is STILL not available in STAAD.Pro. This has already been implemented in MIDAS.
4 months ago in STAAD.Pro 0 Needs review

Request to Correct Default Seismic Zone Factor for Cuddalore, Tamilnadu, India in STAAD.Pro as per IS 1893 - Part 1 - 2016

Hello STAAD.Pro Team, While generating Seismic Definitions, the software automatically assigns the Zone Factor for Cuddalore, Tamilnadu, India as 0.16. This value is not aligned with local seismic requirements and also with IS 1893 - Part 1 - 2016...
7 days ago in STAAD.Pro 0 Needs review

ENABLE DESIGN MODELING FOR CORRUGATED STEEL DECK DIAPHRAGMS

Section 12.3 of ASCE 7 - 22 states that unless a diaphragm can be idealized as either flexible or rigid, structural analysis should explicitly include consideration of the stiffness of the diaphragm (i.e. semirigid modeling). I am publishing an ar...
12 days ago in STAAD.Pro 0 Needs review

Provide option to Rename the Group

Sometimes, during the initial stages, we may assign a group name—say, XYZ—but later someone might want to change that group name. There should be an option to rename the group without opening the STAAD editor file.
14 days ago in STAAD.Pro 1 Future consideration

Particular Cases for Validation and Calculation of Ly and Lz Lengths in STAAD.Pro

We have noticed that, under certain configurations, the “Effective Length Calculator” tool in STAAD.Pro may yield results that are not conservative, which poses a risk to the structural safety of the project. Allowing users to validate and manuall...
3 months ago in STAAD.Pro 1 Future consideration

Feature Enhancement Request for Isolated Footing Modeling in STAAD Foundation Advanced 2024

Dear Bentley Team, I am writing to request the implementation of the following features in STAAD Foundation Advanced 2024 to significantly improve the isolated footing modeling workflow: Direct Subgrade Modulus Assignment: Enable the direct assign...
6 months ago in STAAD Concrete 3 Needs review