With member weights you must select the member in the dropdown menu (much less efficient).

This should work like the joint rename where you put in the new name once click the joint and hit enter and keep going. The plate rename you must type in the new name each time.

I proposed SACS to have an option to put PARTIALLY FIXITIES on the beam end or the boundary conditions. Currently, SACS has only option to specify fully fixed or fully pinned at the beam end or boundary condition. If it is allowed user to specify ...

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...

SACS offers linear elastic dynamic analyses, non-linear static analyses, and non-linear analyses of equivalent static loads from linear elastic dynamic analyses, but there is no true non-linear dynamic analysis capability. This analysis type is us...

This idea is regarding this thread on Bentley Communities: https://communities.bentley.com/products/offshore/f/maxsurf-moses-sacs-forum/247495/silent-install-method-for-sacs-and-moses Please include a silent installation option for SACS as this wi...

I am interested in finding out how SACS handles the case where the current profile is defined relative to Mean Sea Level (MSL), but the still water depth defined in the WAVE card is different to MSL (i.e. min/max water depth is defined in WAVE car...

SACS supports CSA S16-09, but the latest available version of the Canadian steel code is CSA S16-19. This code is required for offshore design projects in Canada.