Include the following summary tables in the output report of STAAD Foundation Advanced v2024 within the "Analysis" section, applicable to both combined and isolated foundations. Support Reactions Node Displacements Shell Stresses Currently, these ...

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 ...

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...

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 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 ...

Currently only rigid diaphragm option exists in Staad, we need to account for flexible diaphragms.

At present, only storey drift & displacements are reported. There is a need to include storey shear values for both the X and Z directions to support comprehensive analysis.- There is an enhancement request already in place for this. For Euroc...