It is suggest that Bentley allows to change the email which is used for log-in to bentley systems and also can provide second email or backup email in case of the 1st email is not available anymore.

Under the current SACS versions, SACS uses annex F table F.1.1. of the Eurocode ENV 1993:1-1:1992 to determine the C1 factor in the elastic critical moment equation. Setting the C1 factor accurately is of paramount importance to determining the el...

Actually, in SACS we have the option to exclude group elements when we use the weight option "footprint weight" by the card EXCGRP (Footprint group exclusion), but sometimes the group list to include is shorter than the exclude list, it will be gr...

Currently, I can press Alt and do a column selection in Datagen but I can't replace the values in the selection only. Many text editors like Notepad++ or VScode have this option.

Currently the plate panel buckling results can only be viewed in listing file. It will be great help for designer if it can be included in postview similar to plate unity check results.

Currently the checks of stiffened panel are considering only continuous stiffeners and same spacing through the panels. On some projects it is not possible to have continuous stiffeners for some reasons, So it will be nice if this option can be ad...

Currently, the deflection/servicability check for the "SPAN" members are only available in saclst report. It would be good for the postview and the and sacsdb (sqlite database) to also include the results.

Currently SACS does not have an option to consider warping for torsional resistance. This yields very high torsional rotation/deflection values . See post below for more detail. https://communities.bentley.com/products/offshore/f/maxsurf-moses-sac...

My current Project requirement is to check member stresses due to temperature variation between winter season (-25 Deg C) to summer season (+40 Deg C). However, we cannot simulate this load in SACS. However, STAAD Pro can simulate the Stresses due...

This feature will be usefull if for one set of joints you need to use two (or more) distinct SN curves along the jacket life time (typically a S-N curve with paint in the first 15 years and free corrosion at the end of the jacket life) This way we...