Refer to Section 3.4.3 of Dynamic Response Manual, only Davenport Coherence Function is available. Moreover, the decay factors are fixed at 12 and 8 for Cy and Cz. The suggestion is Allow user to change the Decay factors for Davenport Coherence Fu...

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.

When we develop a Collapse analysis graphically in postvue we can see the results and create graphics whit the results of the analysis, for example, I would like to extract the data of Load Factor against the Energy Absorbed when I make an Impact ...

SACS should be compatible with any monitor with a resolution greater than 1920x1080. A higher resolution offers significant benefits for viewing detailed information

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...

While dividing a segmented member, it is very difficult to re-assign the group to the newly formed member. SACS should automatically take care the length at which member is divided and accordingly new group details should be assigned to the new me...

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...

Being able to generate an image of the soil capacity with associated pile heads could be beneficial. UC ratio Safety Factor Capacity Pile Head Loads