L&T Hydrocarbon uses SACS extensively. Pain is time consumption in generating reports. Need is to submit reports in word format whereas report generation happens in list format, process involves copy and paste job having hundreds of pages repo...

None of the below criteria reflects the main purpose of a collapse analysis - to get maximum capacity before or at collapse. 1. The load sequence has been completed. 2. The maximum deflection has been reached. 3. The maximum number of iterations ...

Add some description to the Precede documentation on how to manipulate these eg the Bentley response to my case CS0356047

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.

Offshore structures are code checked to the AISC 9th edition for W-section. In the case where there are no beam failures for Cb = 1.0, there is no issue. However, where there are beam failures and the application of Cb is used to enhance the beam ...

Currently, SACS does not support prismatic section with Eurocode. This is required when modelling deck with stiffeners wherein prismatic sections have to be modelled in order to capture the stiffness contribution of deck plates.

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...