We request an improvement to the image insertion functionality in reports generated by STAAD Foundation Advanced V2024, allowing users to place images within the body of the report, in sections of their choice, rather than only at the beginning or...

We request the reintroduction of the moment diagram and the detailed formulas used during the flexural check in the report generated by STAAD Foundation Advanced V2024 (SFA V2024), as shown in previous versions of the software (SFA Version V9). Th...

Include in the calculation output report the data corresponding to ground level and water table depth in STAAD Foundation Advanced V2024. Currently, the report displays parameters such as: Friction coefficient Passive pressure coefficient Subgrade...

STAAD Foundation Advanced 2024 restricts the subgrade modulus to a range of 400-120,000 kN/m²/m. This limitation prevents accurate modeling of soil conditions outside this range, which is necessary for my current project. The subgrade modulus valu...

Direct Interoperability and Intelligent Mapping: Integrate STAAD Pro, STAAD Foundation, Revit, and Advance Steel with native plugins or features for one-click model transfers. Implement an automatic and precise mapping system for materials and sec...

Proposal: It is suggested to restore the graphical format used in version V9 for representing foundations in both plan and elevation views within the output reports generated by STAAD Foundation Advanced. The drawings in version V9 were well-dimen...

Please include the interaction diagram in the calculation output report for pedestals in STAAD Foundation Advanced 2024, as was done in version V9. Currently, the report shows the coordinates of the load points but does not include the associated ...

If i create any member using "Shape Editor" using built up members (Stadd pro version 24.00.02.354), then during "3d rendering" it shows only line diagram. Although this problem is continuing from the earlier version also. Is ther any solutions of...

It is hoped that the method of adding stiffeners in the design of American standard column bases can be increased, and it is best to be customizable. For example, extending plate stiffeners can be set on the web of the I-beam.

There is currently no way, other than directly adding rigid body members with the necessary releases, to simulate an an axial angle or tee member (brace) under eccentric axial load. This causes a high amount of manual calculations to determine the...