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.

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 ...

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 ...

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...

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...