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.

This way you can see how long each iteration takes.

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 ...

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 ...

I would like to have the possibility to save and easily switch between 2 display color settings configurations (not model dependent), for example one with dark background for modelling and one with white background for taking screengrabs.

When plotting UCs in psvdb, SACS 2023 renders skipped members with their original color (unlike prvious versions where they where rendered in grey). This generates quite a confusion because it is not easy to determine if a member is green because ...

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...