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 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...

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 ...

Show pile unities in compression, shear and tension without having to click on a particular item in result Graphics in STAAD Foundation Advanced 2024.

This issue exists in all design codes.beams without grouping, edit reinforcement works properly. if beams are grouped, software unable to change the reinforcement.for grouped beams, quick detail and copy paste reinforcement works fine. Service cas...

refer Service case Service Case 1494311: [CS0270621] Combined wall design taking more timeAs alternate solution is available, it is marked as Low severity.