Dynamic effect of localized area of interest can be extracted easily.

Point 4 of section 6.3.2.2, EN 1993-1-1:2005 states that lateral buckling checks can be omitted if either of the given conditions are satisfied. This is not considered, and results in a slightly higher member UR.

Being able to generate an image of the soil capacity with associated pile heads could be beneficial. UC ratio Safety Factor Capacity Pile Head Loads

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.