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...

have the ability to create and modify the joint can selection in precede by selecting the joints graphically.

Dear Bentley, This is a request made to technical support number CS0126231, but so far, it appears that SACS has had problems applying the DAM method when analyzing a sea transportation analysis. So, I would like to request for implementation of D...

load distribution is correct for skid loads, but not for footprint weight.

Currently the reactions do not change when you change the load case.

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.