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...

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...

We request the implementation of functionality to model and include tie beams as linear structural elements within STAAD Foundation Advanced V2024 (SFA). This capability is essential to accurately represent the interaction between structural eleme...

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 ...

Implement a function in STAAD Foundation Advanced (SFA) v24 that allows, as it was done in previous versions of the software: Automatically generate detailed metric computations for the designed foundations. Include the "Excavation" item with the ...

Problem Description: STAAD Foundation Advanced version 24(SFA) imposes an eccentricity limit of 300 mm in both directions when designing combined footings. This restriction limits the ability to accurately model combined footings with eccentriciti...