Please include the ability to edit the pedestal height in footings created from STAAD Pro reference files. Currently, editing is blocked after defining "Top Level," forcing footing remodeling. This limitation impacts design efficiency and accuracy...

Significant improvements to the "Connection Design" module of STAAD Pro are requested to enhance safety and efficiency in the design of base plate connections. This would be achieved through: Advanced Concrete Verifications: Implement comprehensiv...

Although the current version of SFA 2024 allows users to view the proposed reinforcement using the Detailing option and take a manual screenshot from the Report tab to include it in the report, this image must be added manually and can only be pla...

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 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 ...

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...

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...