Skip to Main Content
Need Support? Let’s guide you to the right answer or agent.
ADD A NEW IDEA

All ideas

Showing 563

Request for Plate Corner Stress OpenSTAAD Function

In the OpenSTAAD module, the function to extract plate corner stress results is currently not available. Kindly include the appropriate OpenSTAAD function or method to retrieve plate corner stresses. Thank you.
1 day ago in STAAD.Pro 0 Needs review

Applying Eurocode Wind and Seismic Loads in STAAD.Pro

STAAD.Pro already supports Eurocode for steel and concrete design, but it still doesn’t have automatic wind and seismic load generation according to Eurocode. Why is this feature missing, and when can we expect Bentley to add it? With so many Euro...
2 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

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...
6 days 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...
7 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...
7 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...
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...
17 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.
18 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...
4 months ago in STAAD.Pro 1 Future consideration