Could you please make the 'result utilization ratio' field directly editable? Currently, it's set to a default of 1, but we need to set values like 0.9 or 0.95. While it's possible to adjust this using a detailed diagram, the values changes with e...

The current structural analysis report includes all load combinations from the model, including duplicates and combinations that will not be used for foundation design. This can result in lengthy reports with irrelevant information, especially whe...

In STAAD Foundation Advanced (SFA) v24, the required workflow for designing combined or isolated footings depends on exporting the structural model from STAAD.Pro, including both load reactions and load combinations. Unlike mat foundations, which ...

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...

We request that the Punching Shear check report in STAAD Foundation Advanced V2024 include a figure that graphically displays the critical perimeter used for verification, as was done in SFA V9, which is scheduled to be discontinued in December of...

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...

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 ...

Serviceability check doesn't work when using sections from Mexican Tables or prismatic sections producing the error: "To use this tool the model should have section profiles and materials assigned to all members." When I change all my sections to ...